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HomeMy WebLinkAboutWater Reporti-·• I SUMMARY OF WATER MAIN NETWORK MODEL RESULTS 1300 Harvey Mitchell Parkway, College Station Texas SEE ATTACHED 27 PAGE TABULATION OF RESULTS AND SYSTEM PLAN PHASE ONE ONLY CONSTRUCTED Fire Flow in the area of the building with a FF of313.00 feet, building. Building fire flow at node B20 500 gpm Fire Hydrant Flow at node J290: 1250 gpm Fire Hydrant Flow at node J286: 1250 gpm MAXIMUM VELOCITY OF 10.44 FPS IN PIPE NUMBER: P242 MINIMUM PRESSURE 53 PSI IN ANY PIPE Fire Flow in the area of the building with a FF of 321.00 feet, building. Building fire flow at node BOS 500 gpm Fire Hydrant Flow at node J401 : 1250 gpm Fire Hydrant Flow at node BOO: 1250 gpm MAXIMUM VELOCITY OF 11.24 FPS IN PIPE NUMBER: P430 MINIMUM PRESSURE 53 PSI IN ANY PIPE PHASE ONE AND TWO CONSTRUCTED Fire Flow in the area of the building with a FF of 312.00 feet, building. Building fire flow at node J150 500 gpm Fire Hydrant Flow at node J133: 1250 gpm Fire Hydrant Flow at node Jl 12: 1250 gpm Fire Hydrant Flow at node J401 : 1250 gpm Fire Hydrant Flow at node BOO: 1250 gpm MAXIMUM VELOCITY OF 11 .24 FPS IN PIPE NUMBER: P430 MINIMUM PRESSURE 53 PSI IN ANY PIPE Label Length biamete1 Materia Hazen-Check (ft) (in) William~ Valve? c P-450 30.00 6.0 PVC 150.0 false P-449 16.00 6.0 PVC 150.0 false P-448 57.00 10.0 PVC 150.0 false P-447 101 .00 10.0 PVC 150.0 false P-446 27.00 6.0 PVC 150.0 false P-445 14.00 8.0 PVC 150.0 false P-444 171 .00 8.0 PVC 150.0 false P-443 30.00 6.0 PVC 150.0 false P-442 29.00 10.0 PVC 150.0 false P-441 34.00 10.0 PVC 150.0 false P-440 92.00 8.0 PVC 150.0 false P-439 190.00 8.0 PVC 150.0 false P-438 114.00 10.0 PVC 150.0 false P-437 140.00 8.0 PVC 150.0 false P-435 104.00 10.0 PVC 150.0 false P-434 94.00 10.0 PVC 150.0 false P-433 104.00 10.0 PVC 150.0 false P-432 12.00 6.0 PVC 150.0 false P-431 86.00 8.0 PVC 150.0 false P-430 162.00 10.0 PVC 150.0 false P-429 11 .00 10.0 PVC 150.0 false P-428 19.00 6.0 PVC 150.0 false P-427 56.00 10.0 PVC 150.0 false P-426 27.00 8.0 PVC 150.0 false P-425 42.00 8.0 PVC 150.0 false P-422 110.00 8.0 PVC 150.0 false P-421 17.00 8.0 PVC 150.0 false P-420 6.00 8.0 PVC 150.0 false P-417 200.00 12.0 PVC 150.0 false P-414 328.00 10.0 PVC 150.0 false P-410 204.00 8.0 PVC 150.0 false P-409 69.00 8.0 PVC 150.0 false P-403 25.00 10.0 PVC 150.0 false P-394 19.00 10.0 PVC 150.0 false P-391 236.00 8.0 PVC 150.0 false Title: Heart of the Research Valley Minor Contro Loss Status Coefficien 0.00 Open 0.00 Open 0.35 Open 0.70 Open 1.28 Open 0.00 Open 0.35 Open 1.28 Open 0.35 Open 0.35 Open 0.45 Open 0.35 Open 0.70 Open 0.20 Open 0.35 Open 0.70 Open 0.35 Open 1.28 Open 0.70 Open 0.35 Open 0.35 Open 1.28 Open 0.35 Open 0.35 Open 0.35 Open 1.15 Open 0.35 Open 0.00 Open 0.45 Open 1.15 Open 0.35 Open 0.80 Open 0.35 Open 0.55 Open 0.55 Open Scenario: phase 1 only Steady State Analysis Pipe Report Discharge I pstream StructUi mwnstream Structu (gpm) Hydraullc Grade Hydraulic Grade (ft) (ft) 0.00 420.34 420.34 0.00 445.77 445.77 -1,823.59 445.77 446.89 -1 ,823.59 443.71 445.77 30.00 420.34 420.34 -30.00 420.34 420.34 0.00 420.34 420.34 0.00 450.16 450.16 -1,763.59 439.19 439.87 -1,733.59 438.48 439.19 -203.59 420.04 420.12 296.41 420.34 420.04 -1,763.59 439.87 441.97 -0.00 420.34 420.34 -1,793.59 441 .97 443.71 -1,703.59 436.76 438.48 -1,673.59 435.23 436.76 1,250.00 420.12 415.09 326.41 420.54 420.34 -1,883.59 447.37 450.16 -1,853.59 446.89 447.37 1,250.00 420.62 414.99 -1,673.59 434.29 435.23 -356.41 420.54 420.62 1,453.59 421 .77 420.12 -1,636.41 435.54 441 .32 -1 ,606.41 434.39 435.54 -1 ,483.59 421 .77 421 .94 -3,550.00 450.80 455.57 -100.00 434.25 434.28 -1 ,513.59 425.29 431 .96 -1,483.59 422.17 425.29 -130.00 434.28 434.28 -160.00 434.28 434.29 -1,666.41 441.32 450.80 j:\1691\02\watercad 072507\college stations.wed Bury & Partners E'ressure Head loss !Velocity Pipe Gradient (fUs) Headlosi (ft/1 OOOft (ft) 0.00 0.00 0.00 0.00 0.00 0.00 1.12 19.67 7.45 2.06 20.35 7.45 0.00 0.17 0.34 0.00 0.02 0.19 0.00 0.00 0.00 0.00 0.00 0.00 0.67 23.24 7.20 0.72 21 .11 7.08 0.08 0.86 1.30 0.30 1.58 1.89 2.10 18.46 7.20 0.00 0.00 0.00 1.74 16.75 7.33 1.72 18.28 6.96 1.53 14.71 6.84 5.03 419.20 14.18 0.20 2.31 2.08 2.80 17.25 7.69 0.47 43.14 7.57 5.63 296.45 14.18 0.94 16.80 6.84 0.08 3.12 2.27 1.64 39.15 9.28 5.79 52.60 10.44 1.14 67.32 10.25 0.17 29.09 9.47 4.77 23.86 10.07 0.02 0.08 0.41 6.67 32.68 9.66 3.12 45.24 9.47 0.00 0.17 0.53 0.01 0.35 0.65 9.48 40.18 10.64 07/27/07 04:23:57 PM <C> Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06706 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 (6.5120] Page 1 of3 Label Length b iamete1 Materia Hazen-Check (ft) (In) Williams Valve? c P-389 21.00 10.0 PVC 150.0 false P-379 343.00 8.0 PVC 150.0 false P-374 31.00 12.0 PVC 150.0 false P-373 1.00 48.0 PVC 150.0 false P-367 62.00 12.0 PVC 150.0 false P-366 65.00 12.0 PVC 150.0 false P-318 8.00 10.0 PVC 150.0 false P-306 27.00 6.0 PVC 150.0 false P-303 168.00 10.0 PVC 150.0 false P-302 19.00 6.0 PVC 150.0 false P-298 30.00 6.0 PVC 150.0 false P-295 18.00 12.0 PVC 150.0 false P-294 120.00 12.0 PVC 150.0 false P-293 47.00 6.0 PVC 150.0 false P-290 17.00 6.0 PVC 150.0 false P-287 27.00 6.0 PVC 150.0 false P-286 31.00 6.0 PVC 150.0 false P-285 49.00 12.0 PVC 150.0 false P-284 33.00 6.0 PVC 150.0 false P-282 27.00 6.0 PVC 150.0 false P-281 58.00 6.0 PVC 150.0 false P-277 4.00 8.0 PVC 150.0 false P-276 4.00 8.0 PVC 150.0 false P-272 54.00 6.0 PVC 150.0 false P-271 37.00 6.0 PVC 150.0 false P-270 47.00 6.0 PVC 150.0 false P-269 31.00 8.0 PVC 150.0 false P-267 36.00 6.0 PVC 150.0 false P-264 42.00 6.0 PVC 150.0 false P-263 47.00 6.0 PVC 150.0 false P-262 33.00 6.0 PVC 150.0 false P-261 32.00 6.0 PVC 150.0 false P-260 11 .00 6.0 PVC 150.0 false P-254 25.00 8.0 PVC 150.0 false P-253 98.00 8.0 PVC 150.0 false Title: Heart of the Research Valley Minor Contro Loss Status ~oefficien 0.35 Open 1.35 Open 0.00 Open 0.00 Open 0.20 Open 0.00 Open 1.28 Open 1.28 Open 1.15 Open 1.28 Open 1.28 Open 0.35 Open 0.35 Open 1.28 Open 1.28 Open 1.28 Open 1.28 Open 0.00 Open 1.28 Open 1.28 Open 1.28 Open 0.00 Open 0.00 Open 1.28 Open 1.28 Open 1.28 Open 0.35 Open 1.28 Open 1.28 Open 1.28 Open 0.20 Open 1.48 Open 0.00 Open 1.63 Open 0.80 Open Scenario: phase 1 only Steady State Analysis Pipe Report Discharge I pstream Structtli lf>wnstream Structu (gpm) Hydraulic Grade Hydraulic Grade (ft) (ft) -1,883.59 450.16 450.80 -1,606.41 420.62 434.39 3,580.00 467.36 466.72 3,580.00 307.00 307.00 3,550.00 460.44 458.86 3,550.00 461 .76 460.44 -100.00 434.25 434.25 0.00 439.87 439.87 0.00 434.25 434.25 0.00 434.39 434.39 0.00 435.23 435.23 3,580.00 463.69 462.75 3,580.00 466.72 463.69 -30.00 439.19 439.19 -30.00 434.27 434.28 -30.00 438.47 438.48 -30.00 441 .97 441 .97 3,550.00 462.75 461 .76 -30.00 446.89 446.89 30.00 436.76 436.75 -30.00 447.36 447.37 -1,483.59 422.06 422.17 1,483.59 422.06 421 .94 -30.00 443.71 443.71 -30.00 435.53 435.54 -30.00 441 .32 441 .32 30.00 420.34 420.34 -30.00 420.54 420.54 -500.00 418.74 420.04 -30.00 425.29 425.29 -30.00 434.27 434.28 -30.00 434.28 434.28 -30.00 434.27 434.27 30.00 421 .77 421 .76 30.00 421 .76 421 .76 j:\1691\02\watercad 072507\college station5.wcd Bury & Partners e>ressure Head loss Velocity Pipe Gradient (fVs) Headlos! (ft/1 OOOft (ft) 0.64 30.59 7.69 13.77 40.14 10.25 0.64 20.63 10.16 0.00 0.03 0.63 1.57 25.40 10.07 1.32 20.32 10.07 0.00 0.48 0.41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.93 51.77 10.16 3.04 25.31 10.16 0.01 0.14 0.34 0.00 0.22 0.34 0.00 0.17 0.34 0.00 0.16 0.34 1.00 20.32 10.07 0.01 0.16 0.34 0.00 0.17 0.34 0.01 0.1 3 0.34 0.12 29.10 9.47 0.12 29.10 9.47 0.01 0.13 0.34 0.01 0.15 0.34 0.01 0.14 0.34 0.00 0.03 0.19 0.01 0.15 0.34 1.30 30.99 5.67 0.01 0.14 0.34 0.00 0.10 0.34 0.01 0.17 0.34 0.00 0.09 0.34 0.00 0.06 0.19 0.00 0.03 0.19 07127107 04:23:57 PM CC> Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120) Page 2 of 3 Label Length Piamete1 Material Hazen-Check (ft) (in) Williams Valve? c P-252 50.00 8.0 PVC 150.0 false P-251 6.00 8.0 PVC 150.0 false P-76 5.00 8.0 PVC 150.0 false P-75 292.00 6.0 PVC 150.0 false P-74 7.00 8.0 PVC 150.0 false P-67 121.00 6.0 PVC 150.0 false P-9 158.00 12.0 PVC 150.0 false Title: Heart of the Research Valley Minor Contro Loss Status ~oefficlen 0.00 Open 1.48 Open 0.00 Open 0.00 Open 0.00 Open 1.28 Open 0.05 Open Scenario: phase 1 only Steady State Analysis Pipe Report Discharge t pstream Struch.li ~wnstream Structu (gpm) Hydraulic Grade Hydraulic Grade (ft) (ft) -30.00 421 .76 421 .76 1,513.59 434.29 431.96 -30.00 462.73 462.73 -30.00 462.73 462.75 -30.00 462.73 462.73 0.00 463.69 463.69 -3,550.00 455.57 458.86 j:\1691102\watercad 072507\college stations.wed Bury & Partners e'ressure Head loss !Velocity Pipe Gradient (ft/s) Headloss (ft/1 OOOft (ft) 0.00 0.02 0.19 2.33 387.64 9.66 0.00 0.02 0.19 0.03 0.09 0.34 0.00 0.02 0.19 0.00 0.00 0.00 3.29 20.81 10.07 07127107 04:23:57 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120] Page 3 of 3 Label Elevation Zone Type Base Flow (ft) (gpm) J-402 288.00 Zone Demand 0.00 Fixed J-401 308.00 Zone Demand 1,250.00 Fixed J-400 308.00 Zone Demand 0.00 Fixed J-399 297.00 Zone Demand 30.00 Fixed J-398 296.00 Zone Demand 0.00 Fixed J-397 284.00 Zone Demand 0.00 Fixed J-362 288.50 Zone Demand 0.00 Fixed J-339 304.50 Zone Demand 0.00 Fixed J-338 297.00 Zone Demand 0.00 Fixed J-337 300.50 Zone Demand 0.00 Fixed J-335 308.00 Zone Demand 0.00 Fixed J-33A 308.00 Zone Demand 30.00 Fixed J-333 311 .50 Zone Demand 0.00 Fixed J-332 312.00 Zone Demand 30.00 Fixed J-330 298.50 Zone Demand 0.00 Fixed J-329 297.00 Zone Demand 30.00 Fixed J-328 312.50 Zone Demand 0.00 Fixed J-327 313.50 Zone Demand 30.00 Fixed J-326 302.00 Zone Demand 0.00 Fixed J-325 303.00 Zone Demand 30.00 Fixed J-324 300.00 Zone Demand 0.00 Fixed J-323 301.00 Zone Demand 30.00 Fixed J-321 300.00 Zone Demand 0.00 Fixed J-320 300.50 Zone Demand 30.00 Fixed J-319 300.50 Zone Demand 0.00 Fixed J-318 301 .00 Zone Demand 30.00 Fixed J-317 298.00 Zone Demand 0.00 Fixed J-316 298.50 Zone Demand 30.00 Fixed J-315 308.00 Zone Demand 0.00 Fixed J-314 309.00 Zone Demand 30.00 Fixed J-313 304.00 Zone Demand 0.00 Fixed J-312 304.00 Zone Demand 0.00 Fixed J-311 296.00 Zone Demand 0.00 Fixed J-310 296.50 Zone Demand 0.00 Fixed J-309 314.00 Zone Demand 0.00 Fixed J-308 314.50 Zone Demand 500.00 Fixed J-307 304.50 Zone Demand 0.00 Fixed J-306 304.00 Zone Demand 0.00 Fixed J-305 311.50 Zone Demand 0.00 Fixed J-304 311.50 Zone Demand 30.00 Fixed J-303 307.50 Zone Demand 30.00 Fixed J-302 308.50 Zone Demand 0.00 Fixed J-301 313.00 Zone Demand 0.00 Fixed J-300 312.50 Zone Demand 1,250.00 Fixed J-299 300.00 Zone Demand 0.00 Fixed J-298 300.50 Zone Demand 0.00 Fixed J-296 303.50 Zone Demand 0.00 Fixed J-295 300.50 Zone Demand 0.00 Fixed J-294 300.50 Zone Demand 0.00 Fixed J-293 304.00 Zone Demand 0.00 Fixed J-292 304.50 Zone Demand 30.00 Fixed J-290 297.00 Zone Demand 0.00 Fixed Scenario: phase 1 only Steady State Analysis Junction Report Pattern Demand Calculated Calculated ~ydraulic Grad (gpm) (ft) 0.00 442.38 1,250.00 439.06 0.00 440.44 30.00 442.38 0.00 442.38 0.00 442.38 0.00 460.44 0.00 450.80 0.00 443.58 0.00 440.29 0.00 443.79 30.00 443.78 0.00 439.12 30.00 439.11 0.00 439.93 30.00 439.93 0.00 437.43 30.00 437.43 0.00 439.27 30.00 439.26 0.00 448.41 30.00 448.40 0.00 440.99 30.00 440.98 0.00 447.03 30.00 447.03 0.00 443.24 30.00 443.24 0.00 442.78 30.00 442.78 0.00 437.76 0.00 437.76 0.00 442.38 0.00 442.39 0.00 438.01 500.00 436.88 0.00 437.70 0.00 437.70 0.00 437.47 30.00 437.47 30.00 437.57 0.00 437.58 0.00 437.40 1,250.00 431.08 0.00 439.94 0.00 439.94 0.00 449.47 0.00 446.78 0.00 446.78 0.00 437.76 30.00 437.75 0.00 443.58 Pressure ~ (psi) 66.79 56.71 57.30 62.90 63.33 68.53 74.39 63.30 63.42 60.48 58.75 58.75 55.22 55.00 61 .19 61 .84 54.05 53.62 59.39 58.95 64.21 63.77 61 .00 60.78 63.40 63.18 62.84 62.62 58.31 57.88 57.87 57.87 63.33 63.12 53.65 52.95 57.63 57.84 54.50 54.50 56.28 55.85 53.82 51 .31 60.54 60.33 63.15 63.29 63.29 57.87 57.65 63.42 Project Engineer: Dwayne Shoppa Bury & Partners WaterCAD v6.5 (6.5120) Title: Heart of the Research Valley j:\1691\02\watercad 072507\college stations.wed 07127107 04:20:16 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of 2 Label Elevation Zone Type Base Flow (ft) (gpm) J-289 304.50 Zone Demand 0.00 Fixed J-288 305.00 Zone Demand 30.00 Fixed J-286 300.50 Zone Demand 0.00 Fixed J-285 303.50 Zone Demand 0.00 Fixed J-284 303.50 Zone Demand 0.00 Fixed J-283 300.50 Zone Demand 0.00 Fixed J-282 300.50 Zone Demand 0.00 Fixed J-281 300.50 Zone Demand 0.00 Fixed J-280 304.50 Zone Demand 0.00 Fixed J-182 307.00 Zone Demand 0.00 Fixed J-181 302.00 Zone Demand 0.00 Fixed J-178 299.00 Zone Demand 0.00 Fixed J-176 301.00 Zone Demand 0.00 Fixed J-171 302.50 Zone Demand 0.00 Fixed J-1 70 302.00 Zone Demand 0.00 Fixed J-156 302.00 Zone Demand 0.00 Fixed J-149 288.00 Zone Demand 0.00 Fixed J-1 16 299.00 Zone Demand 100.00 Fixed J-32 303.50 Zone Demand 0.00 Fixed J-22 302.00 Zone Demand 0.00 Fixed J-8 302.00 Zone Demand 0.00 Fixed J-7 302.00 Zone Demand 30.00 Fixed J-1 288.50 Zone Demand 0.00 Fixed Scenario: phase 1 only Steady State Analysis Junction Report Pattern Demand Calculated Calculated ~ydraulic Grad (gpm) (ft) 0.00 437.75 30.00 437.75 0.00 440.29 0.00 438.12 0.00 437.77 0.00 439.86 0.00 439.90 0.00 439.88 0.00 449.47 0.00 466.72 0.00 462.75 0.00 437.73 0.00 458.86 0.00 463.69 0.00 463.69 0.00 455.57 0.00 442.38 100.00 437.73 0.00 437.73 0.00 462.73 0.00 462.73 30.00 462.73 0.00 461 .76 Pressure e (psi) 57.65 57.44 60.48 58.25 58.09 60.29 60.31 60.30 62.72 69.10 69.55 60.02 68.30 69.74 69.95 66.44 66.79 60.02 58.08 69.54 69.54 69.54 74.96 Project Engineer: Dwayne Shoppa Bury & Partners WaterCAD v6.5 [6.5120] Title: Heart of the Research Valley j:\1691102\watercad 072507\college stations.wed 07127107 04:20:16 PM C Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 2 of 2 Label Elevation Zone Type (ft) J-402 288.00 Zone Demand J-401 308.00 Zone Demand J-400 308.00 Zone Demand J-399 297.00 Zone Demand J-398 296.00 Zone Demand J-397 284.00 Zone Demand J-362 288.50 Zone Demand J-339 304.50 Zone Demand J-338 297.00 Zone Demand J-337 300.50 Zone Demand J-335 308.00 Zone Demand J-334 308.00 Zone Demand J-333 311 .50 Zone Demand J-332 312.00 Zone Demand J-330 298.50 Zone Demand J-329 297.00 Zone Demand J-328 312.50 Zone Demand J-327 313.50 Zone Demand J-326 302.00 Zone Demand J-325 303.00 Zone Demand J-324 300.00 Zone Demand J-323 301 .00 Zone Demand J-321 300.00 Zone Demand J-320 300.50 Zone Demand J-319 300.50 Zone Demand J-318 301.00 Zone Demand J-317 298.00 Zone Demand J-316 298.50 Zone Demand J-3H 308.00 Zone Demand J-314 309.00 Zone Demand J-313 304.00 Zone Demand J-31:0 304.00 Zone Demand J-311 296.00 Zone Demand J-310 296.50 Zone Demand J-309 314.00 Zone Demand J-308 314.50 Zone Demand J-307 304.50 Zone Demand J-306 304.00 Zone Demand J-305 311 .50 Zone Demand J-304 311 .50 Zone Demand J-303 307.50 Zone Demand J-302 308.50 Zone Demand J-301 313.00 Zone Demand J-300 312.50 Zone Demand J-299 300.00 Zone Demand J-298 300.50 Zone Demand J-296 303.50 Zone Demand J-29e 300.50 Zone Demand J-29~ 300.50 Zone Demand J..292 304.00 Zone Demand J-29:0 304.50 Zone Demand J-29( 297.00 Zone Demand Base Flow (gpm) 0.00 Fixed 0.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 500.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 30.00 Fixed 30.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 30.00 Fixed 1,250.00 Fixed Scenario: phase 1 only Steady State Analysis Junction Report Pattern Demand Calculated Calculated Hydraulic Grad (gpm) (ft) 0.00 420.34 0.00 445.77 0.00 445.77 30.00 420.34 0.00 420.34 0.00 420.34 0.00 460.44 0.00 450.80 0.00 420.62 0.00 420.12 0.00 447.37 30.00 447.36 0.00 443.71 30.00 443.71 0.00 421.76 30.00 421.76 0.00 439.1 9 30.00 439.19 0.00 425.29 30.00 425.29 0.00 441.32 30.00 441 .32 0.00 420.04 500.00 418.74 0.00 435.54 30.00 435.53 0.00 420.54 30.00 420.54 0.00 446.89 30.00 446.89 0.00 434.28 0.00 434.28 0.00 420.34 0.00 420.34 0.00 441 .97 30.00 441 .97 0.00 435.23 0.00 435.23 0.00 438.48 30.00 438.47 30.00 436.75 0.00 436.76 0.00 439.87 0.00 439.87 0.00 421 .76 0.00 421.77 0.00 450.16 0.00 434.39 0.00 434.39 0.00 434.28 30.00 434.27 1,250.00 414.99 Pressure ~ (psi) 57.26 59.61 59.61 53.36 53.80 58.99 74.39 63.30 53.49 51 .75 60.30 60.29 57.20 56.98 53.33 53.98 54 .81 54.38 53.34 52.91 61 .14 60.71 51 .94 51 .16 58.42 58.20 53.02 52.80 60.09 59.66 56.37 56.36 53.80 53.58 55.37 55.15 56.56 56.78 54.94 54.93 55.92 55.49 54.89 55.11 52.68 52.47 63.45 57.93 57.93 56.36 56.15 51 .05 Project Engineer: Dwayne Shoppa Bury & Partners WaterCAD v6.5 [6.5120) Title: Heart of the Research Valley j:\1691\02\watercad 072507\college stations.wed 07127107 04:23:37 PM ~ Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1of2 Label Elevation Zone Type Base Flow (ft) (gpm) J-285 304.50 Zone Demand 0.00 J-288 305.00 Zone Demand 30.00 J-28€ 300.50 Zone Demand 1,250.00 J-285 303.50 Zone Demand 0.00 J-284 303.50 Zone Demand 0.00 J-283 300.50 Zone Demand 0.00 J-282 300.50 Zone Demand 0.00 J-281 300.50 Zone Demand 0.00 J-28C 304.50 Zone Demand 0.00 J-18:i 307.00 Zone Demand 0.00 J-181 302.00 Zone Demand 0.00 J-178 299.00 Zone Demand 0.00 J-176 301 .00 Zone Demand 0.00 J-171 302.50 Zone Demand 0.00 J-170 302.00 Zone Demand 0.00 J-156 302.00 Zone Demand 0.00 J-149 288.00 Zone Demand 0.00 J-116 299.00 Zone Demand 100.00 J-32 303.50 Zone Demand 0.00 J-22 302.00 Zone Demand 0.00 J-8 302.00 Zone Demand 0.00 J-7 302.00 Zone Demand 30.00 J-1 288.50 Zone Demand 0.00 Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Scenario: phase 1 only Steady State Analysis Junction Report Pattern Demand Calculated Calculated ~ydraulic Grad (gpm) (ft) 0.00 434.27 30.00 434.27 1,250.00 415.09 0.00 431.96 0.00 434.29 0.00 422.17 0.00 421 .94 0.00 422.06 0.00 450.16 0.00 466.72 0.00 462.75 0.00 434.25 0.00 458.86 0.00 463.69 0.00 463.69 0.00 455.57 0.00 420.34 100.00 434.25 0.00 434.25 0.00 462.73 0.00 462.73 30.00 462.73 0.00 461 .76 Pressure ~ (psi) 56.15 55.93 49.58 55.58 56.59 52.64 52.54 52.59 63.02 69.10 69.55 58.52 68.30 69.74 69.95 66.44 57.26 58.52 56.57 69.54 69.54 69.54 74.96 Project Engineer: Dwayne Shoppa Bury & Partners WaterCAD v6.5 [6.5120] Title: Heart of the Research Valley j:\1691\02\watercad 072507\college stations.wed 07127/07 04:23:37 PM <Cl Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 2 of2 Label Length Piamete1 Materia I Hazen-Check Minor (ft) (in) lwilliams Valve? Loss c Coefficien P-450 30.00 6.0 PVC 150.0 false 0.00 P-449 16.00 6.0 PVC 150.0 false 0.00 P-448 57.00 10.0 PVC 150.0 false 0.35 P-447 101 .00 10.0 PVC 150.0 false 0.70 P-446 27.00 6.0 PVC 150.0 false 1.28 P-445 14.00 8.0 PVC 150.0 false 0.00 P-444 171 .00 8.0 PVC 150.0 false 0.35 P-443 30.00 6.0 PVC 150.0 false 1.28 P-442 29.00 10.0 PVC 150.0 false 0.35 P-441 34.00 10.0 PVC 150.0 false 0.35 P-440 92.00 8.0 PVC 150.0 false 0.45 P-439 190.00 8.0 PVC 150.0 false 0.35 P-438 114.00 10.0 PVC 150.0 false 0.70 P-437 140.00 8.0 PVC 150.0 false 0.20 P-435 104.00 10.0 PVC 150.0 false 0.35 P-434 94.00 10.0 PVC 150.0 false 0.70 P-433 104.00 10.0 PVC 150.0 false 0.35 P-432 12.00 6.0 PVC 150.0 false 1.28 P-431 86.00 8.0 PVC 150.0 false 0.70 P-430 162.00 10.0 PVC 150.0 false 0.35 P-429 11 .00 10.0 PVC 150.0 false 0.35 P-428 19.00 6.0 PVC 150.0 false 1.28 P-427 56.00 10.0 PVC 150.0 false 0.35 P-426 27.00 8.0 PVC 150.0 false 0.35 P-425 42.00 8.0 PVC 150.0 false 0.35 P-422 110.00 8.0 PVC 150.0 false 1.15 P-421 17.00 8.0 PVC 150.0 false 0.35 P-420 6.00 8.0 PVC 150.0 false 0.00 P-417 200.00 12.0 PVC 150.0 false 0.45 P-414 328.00 10.0 PVC 150.0 false 1.15 P-410 204.00 8.0 PVC 150.0 false 0.35 P-409 69.00 8.0 PVC 150.0 false 0.80 P-403 25.00 10.0 PVC 150.0 false 0.35 P-394 19.00 10.0 PVC 150.0 false 0.55 P-391 236.00 8.0 PVC 150.0 false 0.55 Title: Heart of the Research Valley Control Status Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Scenario: Base Steady State Analysis Pipe Report Discharge l Mpstream Structlfi l!>wnstream Structu (gpm) Hydraulic Grade Hydraulic Grade (ft) (ft) 0.00 486.94 486.94 1,250.00 477.62 476.25 -2,188.80 477.62 479.21 -938.80 477.04 477.62 30.00 484.58 484.57 660.12 484.58 484.49 690.12 485.89 484.58 -0.00 483.77 483.77 841 .20 476.58 476.42 871 .20 476.78 476.58 746.78 482.39 481.48 776.78 484.19 482.39 -408.80 476.42 476.55 690.12 486.94 485.89 -908.80 476.55 477.04 901 .20 477.29 476.78 931 .20 477.80 477.29 0.00 481 .48 481 .48 116.66 484.22 484.19 -2,248.80 479.88 483.77 -2,218.80 479.21 479.88 0.00 484.23 484.23 931 .20 478.11 477.80 -146.66 484.22 484.23 -746.78 481 .01 481 .48 -176.66 484.40 484.48 -146.66 484.39 484.40 716.78 481 .01 480.97 -2,455.46 484.68 487.07 304.42 478.34 478.1 4 686.78 480.12 478.59 716.78 480.90 480.12 274.42 478.14 478.12 244.42 478.12 478.11 -206.66 484.48 484.68 j:\1691\02\watercad 072507\college stations.wed Bury & Partners E'ressure Head loss !Velocity Pipe Gradient (fUs) Headlosi (fU1000ft (ft) 0.00 0.00 0.00 1.38 86.02 14.18 1.58 27.78 8.94 0.58 5.79 3.83 0.00 0.17 0.34 0.09 6.49 4.21 1.31 7.67 4.40 0.00 0.00 0.00 0.16 5.64 3.44 0.19 5.69 3.56 0.91 9.89 4.77 1.80 9.48 4.96 0.13 1.17 1.67 1.05 7.48 4.40 0.49 4.68 3.71 0.51 5.46 3.68 0.51 4.90 3.80 0.00 0.00 0.00 0.03 0.33 0.74 3.89 24.03 9.19 0.67 61 .26 9.06 0.00 0.00 0.00 0.31 5.55 3.80 0.02 0.58 0.94 0.47 11 .10 4.77 0.08 0.77 1.13 0.01 0.68 0.94 0.05 7.57 4.58 2.39 11.96 6.97 0.20 0.61 1.24 1.53 7.50 4.38 0.78 11 .33 4.58 0.02 0.70 1.12 0.02 0.80 1.00 0.19 0.82 1.32 07/27/07 04:27:32 PM @Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 (6.5120] Page 1of5 Label Length Piamete Materia I Hazen- (ft) (in) Willia mi c P-389 21 .00 10.0 PVC 150.0 P-384 11.00 6.0 PVC 150.0 P-383 25.00 6.0 PVC 150.0 P-379 343.00 8.0 PVC 150.0 P-376 32.00 8.0 PVC 150.0 P-375 1.00 48.0 PVC 150.0 P-374 31 .00 12.0 PVC 150.0 P-373 1.00 48.0 PVC 150.0 P-371 149.00 8.0 PVC 150.0 P-370 10.00 8.0 PVC 150.0 P-369 26.00 6.0 PVC 150.0 P-368 33.00 6.0 PVC 150.0 P-367 62.00 12.0 PVC 150.0 P-366 65.00 12.0 PVC 150.0 P-362 28.00 8.0 PVC 150.0 P-361 75.00 6.0 PVC 150.0 P-360 18.00 8.0 PVC 150.0 P-357 112.00 8.0 PVC 150.0 P-356 31.00 8.0 PVC 150.0 P-355 36.00 8.0 PVC 150.0 P-353 140.00 8.0 PVC 150.0 P-352 7.00 6.0 PVC 150.0 P-351 10.00 8.0 PVC 150.0 P-350 97.00 8.0 PVC 150.0 P-349 89.00 8.0 PVC 150.0 P-348 30.00 8.0 PVC 150.0 P-333 22.00 8.0 PVC 150.0 P-332 106.00 8.0 PVC 150.0 P-325 11 .00 8.0 PVC 150.0 P-321 39.00 8.0 PVC 150.0 P-320 29.00 6.0 PVC 150.0 P-318 8.00 10.0 PVC 150.0 P-306 27.00 6.0 PVC 150.0 P-305 134.00 8.0 PVC 150.0 P-304 8.00 8.0 PVC 150.0 Title: Heart of the Research Valley Check Minor Contra Valve? Loss Status Coefficien false 0.35 Open false 0.00 Open false 0.20 Open false 1.35 Open false 0.10 Open false 0.00 Open false 0.00 Open false 0.00 Open false 0.70 Open false 0.35 Open false 1.28 Open false 1.28 Open false 0.20 Open false 0.00 Open false 0.35 Open false 1.33 Open false 0.35 Open false 0.35 Open false 0.20 Open false 0.35 Open false 0.35 Open false 0.00 Open false 0.20 Open false 0.35 Open false 0.35 Open false 0.35 Open false 0.35 Open false 0.35 Open false 0.35 Open false 0.35 Open false 0.20 Open false 1.28 Open false 1.28 Open false 0.10 Open false 0.35 Open Scenario: Base Steady State Analysis Pipe Report Discharge I pstream StructLJj ~wnstream Structu (gpm) Hydraulic Grade Hydraulic Grade (ft) (ft) -2,248.80 483.77 484.68 30.00 484.04 484.04 30.00 484.04 484.04 -146.66 484.23 484.39 1,484.55 497.81 496.74 1,484.55 295.50 295.50 2,485.46 493.00 492.67 2,485.46 307.00 307.00 -60.00 487.08 487.09 0.00 487.08 487.08 30.00 487.08 487.07 -30.00 487.07 487.08 2,455.46 489.52 488.73 2,455.46 490.18 489.52 -494.42 480.15 480.31 30.00 480.15 480.14 -464.42 480.04 480.15 -734.42 487.12 488.12 -90.00 487.11 487.12 -434.42 479.12 479.27 -30.00 487.09 487.09 -0.00 487.09 487.09 434.42 479.32 479.27 434.42 479.66 479.32 554.42 482.91 482.43 584.42 483.15 482.91 -524.42 480.82 480.98 -524.42 480.31 480.82 -90.00 487.09 487.09 -30.00 484.04 484.04 0.00 484.04 484.04 -100.00 478.34 478.34 -1,250.00 470.10 476.42 1,454.55 495.09 491.20 1,484.55 495.81 495.09 j:\1691\02\watercad 072507\colle9e station5.wcd Bury & Partners e>ressure Head loss Velocity Pipe Gradient (ft/s) Headlosi (ft/1 OOOft (ft) 0.90 43.04 9.19 0.00 0.09 0.34 0.00 0.10 0.34 0.16 0.45 0.94 1.07 33.49 9.48 0.00 0.00 0.26 0.33 10.50 7.05 0.00 0.00 0.44 0.01 0.09 0.38 0.00 0.00 0.00 0.00 0.17 0.34 0.01 0.16 0.34 0.79 12.69 6.97 0.67 10.26 6.97 0.16 5.73 3.16 0.01 0.12 0.34 0.11 6.04 2.96 1.01 8.98 4.69 0.01 0.20 0.57 0.15 4.15 2.77 0.00 0.02 0.19 0.00 0.00 0.00 0.05 5.38 2.77 0.33 3.42 2.77 0.49 5.47 3.54 0.23 7.70 3.73 0.15 7.01 3.35 0.51 4.81 3.35 0.00 0.32 0.57 0.00 0.03 0.19 0.00 0.00 0.00 0.00 0.48 0.41 6.32 234.10 14.18 3.89 29.05 9.28 0.72 90.12 9.48 07127107 04:27:32 PM el Haestad Methods. Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 (6.5120) Page 2 of 5 Label Length biameter Materia I Hazen-Check (ft) (in) William! Valve? c P-303 168.00 10.0 PVC 150.0 false P-302 19.00 6.0 PVC 150.0 false P-300 90.00 8.0 PVC 150.0 false P-298 30.00 6.0 PVC 150.0 false P-297 61.00 8.0 PVC 150.0 false P-296 50.00 8.0 PVC 150.0 false P-295 18.00 12.0 PVC 150.0 false P-294 120.00 12.0 PVC 150.0 false P-293 47.00 6.0 PVC 150.0 false P-292 9.00 8.0 PVC 150.0 false P-291 10.00 8.0 PVC 150.0 false P-290 17.00 6.0 PVC 150.0 false P-289 83.00 8.0 PVC 150.0 false P-288 2.00 8.0 PVC 150.0 false P-287 27.00 6.0 PVC 150.0 false P-286 31.00 6.0 PVC 150.0 false P-285 49.00 12.0 PVC 150.0 false P-284 33.00 6.0 PVC 150.0 false P-282 27.00 6.0 PVC 150.0 false P-281 58.00 6.0 PVC 150.0 false P-277 4.00 8.0 PVC 150.0 false P-276 4.00 8.0 PVC 150.0 false P-275 119.00 8.0 PVC 150.0 false P-274 31.00 8.0 PVC 150.0 false P-272 54.00 6.0 PVC 150.0 false P-271 37.00 6.0 PVC 150.0 false P-270 47.00 6.0 PVC 150.0 false P-269 31.00 8.0 PVC 150.0 false P-267 36.00 6.0 PVC 150.0 false P-266 128.00 8.0 PVC 150.0 false P-265 18.00 8.0 PVC 150.0 false P-264 42.00 6.0 PVC 150.0 false P-263 47.00 6.0 PVC 150.0 false P-262 33.00 6.0 PVC 150.0 false P-261 32.00 6.0 PVC 150.0 false Title: Heart of the Research Valley Minor Contra Loss Status ~oefficien 1.15 Open 1.28 Open 0.35 Open 1.28 Open 0.45 Open 0.45 Open 0.35 Open 0.35 Open 1.28 Open 0.05 Open 0.35 Open 1.28 Open 0.35 Open 0.20 Open 1.28 Open 1.28 Open 0.00 Open 1.28 Open 1.28 Open 1.28 Open 0.00 Open 0.00 Open 1.28 Open 1.48 Open 1.28 Open 1.28 Open 1.28 Open 0.35 Open 1.28 Open 0.20 Open 0.35 Open 1.28 Open 1.28 Open 0.20 Open 1.48 Open Scenario: Base Steady State Analysis Pipe Report Discharge I pstream StructlJ wwnstream Structu (gpm) Hydraulic Grade Hydraulic Grade (ft) (ft) 404.42 478.54 478.34 -0.00 484.39 484.39 464.42 480.01 479.66 0.00 477.80 477.80 734.42 488.76 488.12 -720.12 488.23 488.76 2,485.46 491 .15 490.69 2,485.46 492.67 491 .15 -30.00 476.58 476.58 -464.42 480.01 480.04 524.42 482.43 482.33 -30.00 478.14 478.14 -720.12 487.48 488.23 -690.12 487.41 487.48 -30.00 476.77 476.78 -500.00 475.42 476.55 2,455.46 490.69 490.18 -30.00 479.20 479.21 30.00 477.29 477.29 -30.00 479.87 479.88 716.78 480.94 480.90 -716.78 480.94 480.97 584.42 484.04 483.15 -30.00 484.04 484.04 -30.00 477.03 477.04 -30.00 484.39 484.40 -30.00 484.48 484.48 -660.12 484.19 484.49 -30.00 484.21 484.22 524.42 482.19 481 .61 524.42 482.33 482.19 -30.00 482.38 482.39 -30.00 480.12 480.12 -30.00 478.12 478.12 -30.00 478.12 478.12 j:\1691\02\watercad 072507\college station5.wcd Bury & Partners e>ressure Head loss rvelocity Pipe Gradient (ft/s) HeadlOS! (ft/1 OOOft, (ft) 0.20 1.17 1.65 0.00 0.00 0.00 0.35 3.92 2.96 0.00 0.00 0.00 0.64 10.43 4.69 0.53 10.58 4.60 0.46 25.51 7.05 1.53 12.75 7.05 0.01 0.14 0.34 0.04 4.14 2.96 0.10 10.33 3.35 0.00 0.22 0.34 0.75 9.01 4.60 0.07 37.17 4.40 0.00 0.17 0.34 1.13 36.40 5.67 0.50 10.26 6.97 0.01 0.16 0.34 0.00 0.17 0.34 0.01 0.13 0.34 0.03 7.56 4.58 0.03 7.56 4.58 0.89 7.51 3.73 0.00 0.05 0.1 9 0.01 0.13 0.34 0.01 0.15 0.34 0.01 0.14 0.34 0.30 9.61 4.21 0.01 0.15 0.34 0.58 4.51 3.35 0.14 7.62 3.35 0.01 0.14 0.34 0.01 0.14 0.34 0.00 0.10 0.34 0.01 0.1 7 0.34 07127107 04:27:32 PM @ Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer. Dwayne Shoppa WaterCAD v6.5 [6.5120] Page 3 of 5 Label Length Piamete1 Materia Hazen-Check (ft) (in) Williams Valve? c P-260 11 .00 6.0 PVC 150.0 false P-254 25.00 8.0 PVC 150.0 false P-253 98.00 8.0 PVC 150.0 false P-252 50.00 8.0 PVC 150.0 false P-251 6.00 8.0 PVC 150.0 false P-128 4.00 6.0 PVC 150.0 false P-127 27.00 8.0 PVC 150.0 false P-126 32.00 6.0 PVC 150.0 false P-125 27.00 8.0 PVC 150.0 false P-121 34.00 6.0 PVC 150.0 false P-120 28.00 6.0 PVC 150.0 false P-111 4.00 6.0 PVC 150.0 false P-110 4.00 6.0 PVC 150.0 false P-109 4.00 6.0 PVC 150.0 false P-96 5.00 8.0 PVC 150.0 false P-95 49.00 8.0 PVC 150.0 false P-93 48.00 6.0 PVC 150.0 false P-92 14.00 6.0 PVC 150.0 false P-90 117.00 6.0 PVC 150.0 false P-89 7.00 6.0 PVC 150.0 false P-88 5.00 8.0 PVC 150.0 false P-87 26.00 8.0 PVC 150.0 false P-84 12.00 8.0 PVC 150.0 false P-83 85.00 8.0 PVC 150.0 false P-81 30.00 6.0 PVC 150.0 false P-80 8.00 8.0 PVC 150.0 false P-78 52.00 8.0 PVC 150.0 false P-76 5.00 8.0 PVC 150.0 false P-75 292.00 6.0 PVC 150.0 false P-74 7.00 8.0 PVC 150.0 false P-73 406.00 8.0 PVC 150.0 false P-72 36.00 6.0 PVC 150.0 false P-69 149.00 8.0 PVC 150.0 false P-67 121 .00 6.0 PVC 150.0 false P-62 56.00 6.0 PVC 150.0 false Title: Heart of the Research Valley Minor Contro Loss Status Coefficien 0.00 Open 1.63 Open 0.80 Open 0.00 Open 1.48 Open 0.20 Open 0.10 Open 1.28 Open 1.48 Open 1.28 Open 1.28 Open 0.20 Open 0.20 Open 0.20 Open 0.10 Open 0.20 Open 0.20 Open 1.48 Open 1.48 Open 0.00 Open 0.10 Open 1.28 Open 1.48 Open 0.10 Open 1.28 Open 0.20 Open 0.20 Open 0.00 Open 0.00 Open 0.00 Open 0.35 Open 0.00 Open 0.00 Open 1.28 Open 0.20 Open Scenario: Base Steady State Analysis Pipe Report Discharge I pstream Structi..I wwnstream Structu (gpm) Hydraulic Grade Hydraulic Grade (ft) (ft) -30.00 478.12 478.12 30.00 481 .01 481 .01 30.00 481.01 481 .01 -30.00 481.01 481 .01 -686.78 478.11 478.59 30.00 487.07 487.07 -1,484.55 495.81 496.74 30.00 495.09 495.09 -30.00 487.09 487.09 0.00 480.04 480.04 0.00 482.19 482.19 -30.00 480.14 480.14 -30.00 482.90 482.90 -0.00 484.04 484.04 -690.12 487.34 487.41 -690.12 486.94 487.34 30.00 487.48 487.47 30.00 487.48 487.48 30.00 487.09 487.07 0.00 487.08 487.08 -90.00 487.09 487.10 -1,454.55 488.76 491 .20 644.42 487.12 486.65 90.00 487.11 487.10 -30.00 479.11 479.12 404.42 478.58 478.54 -404.42 478.58 478.74 -30.00 490.66 490.66 -30.00 490.66 490.69 -30.00 490.66 490.66 -644.42 484.04 486.65 0.00 484.04 484.04 -524.42 480.98 481 .61 -0.00 491.15 491 .15 -30.00 482.90 482.91 j:\1691\02\watercad 072507\college station5.wcd Bury & Partners E>ressure Head loss ~elocity Pipe Gradient (ft/s) Headlos! (ft/1 OOOft, (ft) 0.00 0.09 0.34 0.00 0.06 0.19 0.00 0.03 0.19 0.00 0.02 0.19 0.48 80.58 4.38 0.00 0.18 0.34 0.93 34.29 9.48 0.01 0.16 0.34 0.00 0.05 0.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.18 0.34 0.00 0.18 0.34 0.00 0.00 0.00 0.07 13.08 4.40 0.41 8.28 4.40 0.00 0.09 0.34 0.00 0.28 0.34 0.01 0.11 0.34 0.00 0.00 0.00 0.00 0.26 0.57 2.44 93.93 9.28 0.46 38.61 4.11 0.01 0.17 0.57 0.00 0.16 0.34 0.04 5.21 2.58 0.16 3.02 2.58 0.00 0.02 0.19 0.03 0.09 0.34 0.00 0.02 0.19 2.61 6.44 4.11 0.00 0.00 0.00 0.63 4.24 3.35 0.00 0.00 0.00 0.01 0.09 0.34 07127107 04:27:32 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAO v6.5 [6.5120] Page 4 of 5 Label Length Dia mete Material Hazen-Check (ft) (in) r.'l/illiams Valve? c P-61 42.00 6.0 PVC 150.0 false P-59 19.00 6.0 PVC 150.0 false P-57 27.00 6.0 PVC 150.0 false P-54 13.00 6.0 PVC 150.0 false P-43 25.00 6.0 PVC 150.0 false P-42 49.00 6.0 PVC 150.0 false P-41 65.00 6.0 PVC 150.0 false P-40 11 .00 6.0 PVC 150.0 false P-39 11 .00 6.0 PVC 150.0 false P-38 26.00 6.0 PVC 150.0 false P-26 2.00 6.0 PVC 150.0 false P-9 158.00 12.0 PVC 150.0 false P-2 146.00 8.0 PVC 150.0 false Title: Heart of the Research Valley Minor Contro Loss Status ~oefficien 1.38 Open 1.28 Open 1.28 Open 0.00 Open 1.28 Open 1.28 Open 0.20 Open 0.00 Open 0.00 Open 1.28 Open 0.00 Open 0.05 Open 0.00 Open Scenario: Base Steady State Analysis Pipe Report Discharge l pstream StructiJi l!>wnstream Structu (gpm) Hydraulic Grade Hydraulic Grade (ft) (ft) -30.00 482.91 482.91 -30.00 484.03 484.04 0.00 479.32 479.32 -30.00 487.47 487.47 -30.00 480.31 480.31 -30.00 479.65 479.66 -30.00 480.14 480.14 -30.00 480.14 480.14 -30.00 482.90 482.90 -30.00 482.42 482.43 30.00 487.07 487.07 -2,455.46 487.07 488.73 -404.42 478.74 479.12 j:\1691\02\watercad 072507\college station5.wcd Bury & Partners E'ressure Head loss r.telocity Pipe Gradient (ftls) Head loss (ft/1 OOOft) (ft) 0.01 0.15 0.34 0.00 0.21 0.34 0.00 0.00 0.00 0.00 0.09 0.34 0.00 0.18 0.34 0.01 0.13 0.34 0.01 0.09 0.34 0.00 0.09 0.34 0.00 0.09 0.34 0.00 0.17 0.34 0.00 0.08 0.34 1.66 10.50 6.97 0.38 2.62 2.58 07127107 04:27:32 PM ~ Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD V6.5 [6.5120) Page 5 of 5 Label Length Diamete1 Material Hazen-Check (ft) (in) !William! Valve? c P-450 30.00 6.0 PVC 150.0 false P-449 16.00 6.0 PVC 150.0 false P-448 57.00 10.0 PVC 150.0 false P-447 101 .00 10.0 PVC 150.0 false P-446 27.00 6.0 PVC 150.0 false P-445 14.00 8.0 PVC 150.0 false P-444 171 .00 8.0 PVC 150.0 false P-443 30.00 6.0 PVC 150.0 false P-442 29.00 10.0 PVC 150.0 false P-441 34.00 10.0 PVC 150.0 false P-440 92.00 8.0 PVC 150.0 false P-439 190.00 8.0 PVC 150.0 false P-438 114.00 10.0 PVC 150.0 false P-437 140.00 8.0 PVC 150.0 false P-435 104.00 10.0 PVC 150.0 false P-434 94.00 10.0 PVC 150.0 false P-433 104.00 10.0 PVC 150.0 false P-432 12.00 6.0 PVC 150.0 false P-431 86.00 8.0 PVC 150.0 false P-430 162.00 10.0 PVC 150.0 false P-429 11 .00 10.0 PVC 150.0 false P-428 19.00 6.0 PVC 150.0 false P-427 56.00 10.0 PVC 150.0 false P-426 27.00 8.0 PVC 150.0 false P-425 42.00 8.0 PVC 150.0 false P-422 110.00 8.0 PVC 150.0 false P-421 17.00 8.0 PVC 150.0 false P-420 6.00 8.0 PVC 150.0 false P-417 200.00 12.0 PVC 150.0 false P-414 328.00 10.0 PVC 150.0 false P-410 204.00 8.0 PVC 150.0 false P-409 69.00 8.0 PVC 150.0 false P-403 25.00 10.0 PVC 150.0 false P-394 19.00 10.0 PVC 150.0 false P-391 236.00 8.0 PVC 150.0 false Title: Heart of the Research Valley Minor Contro Loss Status Coefficien 0.00 Open 0.00 Open 0.35 Open 0.70 Open 1.28 Open 0.00 Open 0.35 Open 1.28 Open 0.35 Open 0.35 Open 0.45 Open 0.35 Open 0.70 Open 0.20 Open 0.35 Open 0.70 Open 0.35 Open 1.28 Open 0.70 Open 0.35 Open 0.35 Open 1.28 Open 0.35 Open 0.35 Open 0.35 Open 1.15 Open 0.35 Open 0.00 Open 0.45 Open 1.15 Open 0.35 Open 0.80 Open 0.35 Open 0.55 Open 0.55 Open Scenario: Base Steady State Analysis Pipe Report Discharge I pstream Structlli lnwnstream Structu (gpm) Hydraulic Grade Hydraulic Grade (ft) (ft) 0.00 483.78 483.78 0.00 485.59 485.59 -1 ,545.99 485.59 486.41 -1,545.99 484.09 485.59 30.00 483.47 483.46 202.54 483.47 483.45 232.54 483.64 483.47 0.00 488.83 488.83 -1,485.99 480.81 481 .29 -1,455.99 480.29 480.81 748.87 481 .61 480.70 778.87 483.42 481 .61 -1,485.99 481.29 482.82 232.54 483.78 483.64 -1 ,515.99 482.82 484.09 -1,425.99 479.07 480.29 -1 ,395.99 477.98 479.07 0.00 480.70 480.70 576.33 484.00 483.42 -1,605.99 486.76 488.83 -1 ,575.99 486.41 486.76 0.00 484.24 484.24 -1 ,395.99 477.31 477.98 -606.33 484.00 484.24 -748.87 480.23 480.70 -636.33 486.63 487.59 -606.33 486.45 486.63 718.87 480.23 480.18 -2,272.32 489.30 491.37 -2,024.86 468.56 475.51 688.87 479.34 477.80 71 8.87 480.12 479.34 -2,054.86 475.51 476.34 -2,084.86 476.34 477.31 -666.33 487.59 489.30 j:\1691\02\watercad 072507\college stations.wed Bury & Partners E'ressure Head loss Velocity Pipe Gradient (ft/s) Headlos! (ft/1 OOOft) (ft) 0.00 0.00 0.00 0.00 0.00 0.00 0.82 14.39 6.32 1.50 14.88 6.32 0.00 0.17 0.34 0.01 0.73 1.29 0.17 1.01 1.48 0.00 0.00 0.00 0.49 16.75 6.07 0.51 15.13 5.95 0.91 9.94 4.78 1.81 9.53 4.97 1.52 13.35 6.07 0.14 0.99 1.48 1.27 12.22 6.19 1.23 13.04 5.83 1.09 10.47 5.70 0.00 0.00 0.00 0.58 6.76 3.68 2.07 12.81 6.56 0.35 31.45 6.44 0.00 0.00 0.00 0.67 11.92 5.70 0.23 8.56 3.87 0.47 11.16 4.78 0.96 8.74 4.06 0.18 10.34 3.87 0.05 7.60 4.59 2.07 10.34 6.45 6.95 21.18 8.27 1.54 7.54 4.40 0.79 11.39 4.59 0.83 33.25 8.39 0.97 51.03 8.52 1.71 7.26 4.25 07127107 04:31 :40 PM ~ Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120] Page 1of5 Label Length Diamete1 Materia Hazen-Check (ft) (In) Williams Valve? c P-389 21 .00 10.0 PVC 150.0 false P-384 11.00 6.0 PVC 150.0 false P-383 25.00 6.0 PVC 150.0 false P-379 343.00 8.0 PVC 150.0 false P-376 32.00 8.0 PVC 150.0 false P-375 1.00 48.0 PVC 150.0 false P-374 31.00 12.0 PVC 150.0 false P-373 1.00 48.0 PVC 150.0 false P-371 149.00 8.0 PVC 150.0 false P-370 10.00 8.0 PVC 150.0 false P-369 26.00 6.0 PVC 150.0 false P-368 33.00 6.0 PVC 150.0 false P-367 62.00 12.0 PVC 150.0 false P-366 65.00 12.0 PVC 150.0 false P-362 28.00 8.0 PVC 150.0 false P-361 75.00 6.0 PVC 150.0 false P-360 18.00 8.0 PVC 150.0 false P-357 112.00 8.0 PVC 150.0 false P-356 31.00 8.0 PVC 150.0 false P-355 36.00 8.0 PVC 150.0 false P-353 140.00 8.0 PVC 150.0 false P-352 7.00 6.0 PVC 150.0 false P-351 10.00 8.0 PVC 150.0 false P-350 97.00 8.0 PVC 150.0 false P-349 89.00 8.0 PVC 150.0 false P-348 30.00 8.0 PVC 150.0 false P-333 22.00 8.0 PVC 150.0 false P-332 106.00 8.0 PVC 150.0 fa lse P-325 11.00 8.0 PVC 150.0 false P-321 39.00 8.0 PVC 150.0 fa lse P-320 29.00 6.0 PVC 150.0 false P-318 8.00 10.0 PVC 150.0 false P-306 27.00 6.0 PVC 150.0 false P-305 134.00 8.0 PVC 150.0 false P-304 8.00 8.0 PVC 150.0 false Title: Heart of the Research Valley Minor Contro Loss Status Coefficien 0.35 Open 0.00 Open 0.20 Open 1.35 Open 0.10 Open 0.00 Open 0.00 Open 0.00 Open 0.70 Open 0.35 Open 1.28 Open 1.28 Open 0.20 Open 0.00 Open 0.35 Open 1.33 Open 0.35 Open 0.35 Open 0.20 Open 0.35 Open 0.35 Open 0.00 Open 0.20 Open 0.35 Open 0.35 Open 0.35 Open 0.35 Open 0.35 Open 0.35 Open 0.35 Open 0.20 Open 1.28 Open 1.28 Open 0.10 Open 0.35 Open Scenario: Base Steady State Analysis Pipe Report Discharge I pstream Structl.li ~wnstream Structu (gpm) Hydraulic Grade Hydraulic Grade (ft) (ft) -1,605.99 488.83 489.30 30.00 467.47 467.47 30.00 467.47 467.47 -606.33 484.24 486.45 1,667.68 495.36 494.03 1,667.68 295.50 295.50 2,302.32 496.51 496.22 2,302.32 307.00 307.00 -60.00 478.67 478.68 0.00 478.67 478.67 30.00 478.67 478.66 -30.00 478.66 478.67 2,272.32 493.49 492.81 2,272.32 494.07 493.49 -1 ,135.14 450.63 451.41 30.00 450.63 450.62 -1,105.14 450.05 450.63 -1,375.14 478.71 481.96 -90.00 478.70 478.71 1,894.86 454.15 451.70 -30.00 478.68 478.68 0.00 478.68 478.68 -1,894.86 450.79 451 .70 -644.86 450.10 450.79 1,195.14 462.89 460.83 1,225.14 463.83 462.89 -1,165.14 453.68 454.39 -1,165.14 451 .41 453.68 -90.00 478.68 478.69 -30.00 467.47 467.47 0.00 467.47 467.47 -100.00 468.56 468.56 -0.00 481 .29 481 .29 1,637.68 491 .97 487.12 1,667.68 492.87 491 .97 j:\1691\02\watercad 072507\college station5.wcd Bury & Partners e>ressure Head loss !Velocity Pipe Gradient (ft/s) Headlos~ (ft/1 OOOft (ft) 0.47 22.50 6.56 0.00 0.09 0.34 0.00 0.10 0.34 2.22 6.46 3.87 1.33 41.63 10.64 0.00 0.00 0.30 0.28 9.11 6.53 0.00 0.00 0.41 0.01 0.09 0.38 0.00 0.00 0.00 0.00 0.17 0.34 0.01 0.16 0.34 0.68 10.97 6.45 0.58 8.89 6.45 0.78 27.91 7.25 0.01 0.12 0.34 0.57 31.88 7.05 3.25 29.02 8.78 0.01 0.19 0.57 2.44 67.85 12.09 0.00 0.02 0.19 0.00 0.00 0.00 0.91 91 .20 12.09 0.70 7.17 4.12 2.05 23.05 7.63 0.94 31.49 7.82 0.71 32.26 7.44 2.27 21 .43 7.44 0.00 0.32 0.57 0.00 0.03 0.19 0.00 0.00 0.00 0.00 0.48 0.41 0.00 0.00 0.00 4.85 36.20 10.45 0.90 113.09 10.64 07/27/07 04:31 :40 PM <!!> Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120] Page 2 of 5 Label Length b iameter Materia I Hazen-Check (ft) (in) William! Valve? c P-303 168.00 10.0 PVC 150.0 false P-302 19.00 6.0 PVC 150.0 false P-300 90.00 8.0 PVC 150.0 false P-298 30.00 6.0 PVC 150.0 false P-297 61 .00 8.0 PVC 150.0 false P-296 50.00 8.0 PVC 150.0 false P-295 18.00 12.0 PVC 150.0 false P-294 120.00 12.0 PVC 150.0 false P-293 47.00 6.0 PVC 150.0 false P-292 9.00 8.0 PVC 150.0 false P-291 10.00 8.0 PVC 150.0 false P-290 17.00 6.0 PVC 150.0 false P-289 83.00 8.0 PVC 150.0 false P-288 2.00 8.0 PVC 150.0 false P-287 27.00 6.0 PVC 150.0 false P-286 31 .00 6.0 PVC 150.0 false P-285 49.00 12.0 PVC 150.0 false P-284 33.00 6.0 PVC 150.0 false P-282 27.00 6.0 PVC 150.0 false P-281 58.00 6.0 PVC 150.0 false P-277 4.00 8.0 PVC 150.0 false P-276 4.00 8.0 PVC 150.0 false P-275 119.00 8.0 PVC 150.0 false P-274 31.00 8.0 PVC 150.0 false P-272 54.00 6.0 PVC 150.0 false P-271 37.00 6.0 PVC 150.0 false P-270 47.00 6.0 PVC 150.0 false P-269 31 .00 8.0 PVC 150.0 false P-267 36.00 6.0 PVC 150.0 false P-266 128.00 8.0 PVC 150.0 false P-265 18.00 8.0 PVC 150.0 false P-264 42.00 6.0 PVC 150.0 false P-263 47.00 6.0 PVC 150.0 false P-262 33.00 6.0 PVC 150.0 false P-261 32.00 6.0 PVC 150.0 false Title: Heart of the Research Valley Minor Contro Loss Status Coefficien 1.15 Open 1.28 Open 0.35 Open 1.28 Open 0.45 Open 0.45 Open 0.35 Open 0.35 Open 1.28 Open 0.05 Open 0.35 Open 1.28 Open 0.35 Open 0.20 Open 1.28 Open 1.28 Open 0.00 Open 1.28 Open 1.28 Open 1.28 Open 0.00 Open 0.00 Open 1.28 Open 1.48 Open 1.28 Open 1.28 Open 1.28 Open 0.35 Open 1.28 Open 0.20 Open 0.35 Open 1.28 Open 1.28 Open 0.20 Open 1.48 Open Scenario: Base Steady State Analysis Pipe Report Discharge I pstream Structw ~wnstream Structu (gpm) Hydraulic Grade Hydraulic Grade (ft) (ft) -1,924.86 464.79 468.56 -0.00 486.45 486.45 -144.86 450.06 450.10 0.00 477.98 477.98 1,375.14 484.04 481 .96 -262.54 483.96 484.04 2,302.32 494.90 494.50 2,302.32 496.22 494.90 -30.00 480.80 480.81 144.86 450.06 450.05 1,165.14 460.83 460.35 -30.00 475.51 475.51 -262.54 483.85 483.96 -232.54 483.84 483.85 -30.00 480.29 480.29 -30.00 482.81 482.82 2,272.32 494.50 494.07 -30.00 486.41 486.41 30.00 479.07 479.06 -30.00 486.75 486.76 718.87 480.15 480.12 -718.87 480.15 480.18 1,225.14 467.47 463.83 -30.00 467.47 467.47 -30.00 484.08 484.09 -30.00 486.62 486.63 -30.00 487.58 487.59 -202.54 483.42 483.45 -30.00 484.00 484.00 1,165.14 459.71 457.16 1,165.14 460.35 459.71 -30.00 481 .61 481.61 -30.00 479.33 479.34 -30.00 476.33 476.34 -30.00 476.34 476.34 j:\1691\02\watercad 072507\college station5.wcd Bury & Partners e>ressure Head loss Velocity Pipe Gradient (fVs) HeadloS! (ft/1 OOOft (ft) 3.77 22.46 7.86 0.00 0.00 0.00 0.04 0.44 0.92 0.00 0.00 0.00 2.08 34.10 8.78 0.08 1.57 1.68 0.40 21 .99 6.53 1.33 11 .04 6.53 0.01 0.14 0.34 0.00 0.46 0.92 0.49 48.65 7.44 0.00 0.22 0.34 0.11 1.36 1.68 0.01 4.36 1.48 0.00 0.17 0.34 0.00 0.16 0.34 0.44 8.89 6.45 0.01 0.16 0.34 0.00 0.17 0.34 0.01 0.13 0.34 0.03 7.61 4.59 0.03 7.61 4.59 3.64 30.62 7.82 0.00 0.05 0.19 0.01 0.13 0.34 0.01 0.15 0.34 0.01 0.14 0.34 0.03 1.02 1.29 0.01 0.15 0.34 2.55 19.94 7.44 0.64 35.30 7.44 0.01 0.14 0.34 0.01 0.14 0.34 0.00 0.10 0.34 0.01 0.17 0.34 07127107 04:31 :40 PM @ Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120] Page 3 of 5 Label Length biamete1 Materia Hazen-Check (ft) (in) Williams Valve? c P-260 11.00 6.0 PVC 150.0 false P-254 25.00 8.0 PVC 150.0 false P-253 98.00 8.0 PVC 150.0 false P-252 50.00 8.0 PVC 150.0 false P-251 6.00 8.0 PVC 150.0 false P-128 4.00 6.0 PVC 150.0 false P-127 27.00 8.0 PVC 150.0 false P-126 32.00 6.0 PVC 150.0 false P-125 27.00 8.0 PVC 150.0 false P-121 34.00 6.0 PVC 150.0 false P-12C 28.00 6.0 PVC 150.0 false P-111 4.00 6.0 PVC 150.0 false P-110 4.00 6.0 PVC 150.0 false P-109 4.00 6.0 PVC 150.0 false P-96 5.00 8.0 PVC 150.0 false P-95 49.00 8.0 PVC 150.0 false P-93 48.00 6.0 PVC 150.0 false P-92 14.00 6.0 PVC 150.0 false P-90 117.00 6.0 PVC 150.0 false P-89 7.00 6.0 PVC 150.0 false P-88 5.00 8.0 PVC 150.0 false P-87 26.00 8.0 PVC 150.0 false P-84 12.00 8.0 PVC 150.0 false P-83 85.00 8.0 PVC 150.0 false P-81 30.00 6.0 PVC 150.0 false P-80 8.00 8.0 PVC 150.0 false P-78 52.00 8.0 PVC 150.0 false P-76 5.00 8.0 PVC 150.0 false P-75 292.00 6.0 PVC 150.0 false P-74 7.00 8.0 PVC 150.0 false P-73 406.00 8.0 PVC 150.0 false P-72 36.00 6.0 PVC 150.0 false P-69 149.00 8.0 PVC 150.0 false P-67 121.00 6.0 PVC 150.0 false P-62 56.00 6.0 PVC 150.0 false Title: Heart of the Research Valley Minor Contro Loss Status Coefficien 0.00 Open 1.63 Open 0.80 Open 0.00 Open 1.48 Open 0.20 Open 0.10 Open 1.28 Open 1.48 Open 1.28 Open 1.28 Open 0.20 Open 0.20 Open 0.20 Open 0.10 Open 0.20 Open 0.20 Open 1.48 Open 1.48 Open 0.00 Open 0.10 Open 1.28 Open 1.48 Open 0.10 Open 1.28 Open 0.20 Open 0.20 Open 0.00 Open 0.00 Open 0.00 Open 0.35 Open 0.00 Open 0.00 Open 1.28 Open 0.20 Open Scenario: Base Steady State Analysis Pipe Report Discharge I pstream Structt.i l!lwnstream Structu (gpm) Hydraulic Grade Hydraulic Grade (ft) (ft) -30.00 476.33 476.33 30.00 480.23 480.23 30.00 480.23 480.23 -30.00 480.22 480.23 -688.87 477.31 477.80 30.00 478.66 478.66 -1,667.68 492.87 494.03 30.00 491 .97 491.96 -30.00 478.68 478.68 -1,250.00 443.13 450.05 0.00 459.71 459.71 -30.00 450.61 450.61 -30.00 462.87 462.87 0.00 467.47 467.47 -232.54 483.83 483.84 -232.54 483.78 483.83 30.00 483.84 483.84 30.00 483.85 483.84 30.00 478.68 478.66 0.00 478.67 478.67 -90.00 478.69 478.69 -1,637.68 484.04 487.12 1,285.14 478.71 476.89 90.00 478.70 478.69 -30.00 454.14 454.15 -1,924.86 463.94 464.79 1,924.86 463.94 461.03 -30.00 494.48 494.48 -30.00 494.48 494.50 -30.00 494.48 494.48 -1 ,285.14 467.47 476.89 0.00 467.47 467.47 -1, 165.14 454.39 457.16 0.00 494.90 494.90 -30.00 462.87 462.88 j:\1691\02\watercad 072507\college station5.wcd Bury & Partners E'ressure Head loss !Velocity Pipe Gradient (ft/s) Head loss (ft/1 OOOft) (ft) 0.00 0.09 0.34 0.00 0.06 0.19 0.00 0.03 0.19 0.00 0.02 0.19 0.49 81.06 4.40 0.00 0.18 0.34 1.15 42.65 10.64 0.01 0.16 0.34 0.00 0.05 0.19 6.92 203.62 14.18 0.00 0.00 0.00 0.00 0.18 0.34 0.00 0.18 0.34 0.00 0.00 0.00 0.01 1.62 1.48 0.05 1.08 1.48 0.00 0.09 0.34 0.00 0.28 0.34 0.01 0.11 0.34 0.00 0.00 0.00 0.00 0.26 0.57 3.08 118.46 10.45 1.81 151 .15 8.20 0.01 0.17 0.57 0.00 0.16 0.34 0.85 105.72 12.29 2.92 56.14 12.29 0.00 0.02 0.19 0.03 0.09 0.34 0.00 0.02 0.19 9.42 23.20 8.20 0.00 0.00 0.00 2.77 18.60 7.44 0.00 0.00 0.00 0.01 0.09 0.34 07127107 04:31 :40 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer. Dwayne Shoppa WaterCAD v6.5 (6.5120] Page 4 of 5 Label Length Dia mete Material Hazen-Check (ft) (In) Williams Valve? c P-61 42.00 6.0 PVC 150.0 false P-59 19.00 6.0 PVC 150.0 false P-57 27.00 6.0 PVC 150.0 false P-54 13.00 6.0 PVC 150.0 false P-43 25.00 6.0 PVC 150.0 false P-42 49.00 6.0 PVC 150.0 false P-41 65.00 6.0 PVC 150.0 false P-40 11 .00 6.0 PVC 150.0 false P-39 11 .00 6.0 PVC 150.0 false P-38 26.00 6.0 PVC 150.0 false P-26 2.00 6.0 PVC 150.0 false P-9 158.00 12.0 PVC 150.0 false P-2 146.00 8.0 PVC 150.0 false Title: Heart of the Research Valley Minor Contra Loss Status Coefficien 1.38 Open 1.28 Open 1.28 Open 0.00 Open 1.28 Open 1.28 Open 0.20 Open 0.00 Open 0.00 Open 1.28 Open 0.00 Open 0.05 Open 0.00 Open Scenario: Base Steady State Analysis Pipe Report Discharge I pstream Structtli mwnstream Structu (gpm) Hydraulic Grade Hydraulic Grade (ft) (ft) -30.00 462.88 462.89 -30.00 467.47 467.47 -1,250.00 444.47 450.79 -30.00 483.84 483.84 -30.00 451.40 451 .41 -500.00 448.68 450.10 -30.00 450.61 450.62 -30.00 450.61 450.61 -30.00 462.87 462.87 -30.00 460.83 460.83 30.00 478.66 478.66 -2,272.32 491 .37 492.81 1,924.86 461.03 454.15 j:\1691\02\watercad 072507\college station5.wcd Bury & Partners E'ressure Head loss !Velocity Pipe Gradient (ftls) Headlosi (ft/1 OOOft) (ft) 0.01 0.15 0.34 0.00 0.21 0.34 6.32 234.10 14.18 0.00 0.09 0.34 0.00 0.18 0.34 1.41 28.82 5.67 0.01 0.09 0.34 0.00 0.09 0.34 0.00 0.09 0.34 0.00 0.17 0.34 0.00 0.09 0.34 1.44 9.10 6.45 6.88 47.13 12.29 07127107 04:31 :40 PM © Haestad Methods, Inc. 37 Brookside Road Watert:iury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120] Page 5 of 5 Label Elevation Zone Type Base Flow (ft) (gpm) J-402 288.00 Zone Demand 0.00 J-401 308.00 Zone Demand 1,250.00 J-400 308.00 Zone Demand 0.00 J-399 297.00 Zone Demand 30.00 J-398 296.00 Zone Demand 0.00 J-397 284.00 Zone Demand 0.00 J-365 303.00 Zone Demand 30.00 J-364 303.00 Zone Demand 0.00 J-363 288.00 Zone Demand 0.00 J-362 288.50 Zone Demand 0.00 J-360 304.00 Zone Demand 0.00 J-339 304.50 Zone Demand 0.00 J-338 297.00 Zone Demand 0.00 J-337 300.50 Zone Demand 0.00 J-335 308.00 Zone Demand 0.00 J-334 308.00 Zone Demand 30.00 J-333 311 .50 Zone Demand 0.00 J-332 312.00 Zone Demand 30.00 J-330 298.50 Zone Demand 0.00 J-329 297.00 Zone Demand 30.00 J-328 312.50 Zone Demand 0.00 J-327 313.50 Zone Demand 30.00 J-32f 302.00 Zone Demand 0.00 J-32~ 303.00 Zone Demand 30.00 J-32~ 300.00 Zone Demand 0.00 J-323 301.00 Zone Demand 30.00 J-321 300.00 Zone Demand 0.00 J-32( 300.50 Zone Demand 30.00 J-3H 300.50 Zone Demand 0.00 J-3H 301 .00 Zone Demand 30.00 J-31i 298.00 Zone Demand 0.00 J-316 298.50 Zone Demand 30.00 J-315 308.00 Zone Demand 0.00 J-314 309.00 Zone Demand 30.00 J-313 304.00 Zone Demand 0.00 J-312 304.00 Zone Demand 0.00 J-311 296.00 Zone Demand 0.00 J-310 296.50 Zone Demand 0.00 J-309 314.00 Zone Demand 0.00 J-308 314.50 Zone Demand 500.00 J-307 304.50 Zone Demand 0.00 J-306 304.00 Zone Demand 0.00 J-305 311 .50 Zone Demand 0.00 J-304 311.50 Zone Demand 30.00 J-303 307.50 Zone Demand 30.00 J-302 308.50 Zone Demand 0.00 J-301 313.00 Zone Demand 0.00 J-300 312.50 Zone Demand 1,250.00 J-299 300.00 Zone Demand 0.00 J-298 300.50 Zone Demand 0.00 J-296 303.50 Zone Demand 0.00 J-295 300.50 Zone Demand 0.00 Title: Heart of the Research Valley Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Scenario: Base Steady State Analysis Junction Report Pattern Demand Calculated Calculated Hydraulic Grad (gpm) (ft) 0.00 486.94 1,250.00 476.25 0.00 477.62 30.00 484.57 0.00 484.58 0.00 485.89 30.00 484.04 0.00 484.04 0.00 487.08 0.00 489.52 0.00 480.15 0.00 484.68 0.00 484.23 0.00 481.48 0.00 479.88 30.00 479.87 0.00 477.04 30.00 477.03 0.00 481 .01 30.00 481 .01 0.00 476.58 30.00 476.58 0.00 480.12 30.00 480.12 0.00 484.48 30.00 484.48 0.00 482.39 30.00 482.38 0.00 484.40 30.00 484.39 0.00 484.22 30.00 484.21 0.00 479.21 30.00 479.20 0.00 478.12 0.00 478.12 0.00 484.49 0.00 484.19 0.00 476.55 500.00 475.42 0.00 477.80 0.00 477.80 0.00 476.78 30.00 476.77 30.00 477.29 0.00 477.29 0.00 476.42 1,250.00 470.10 0.00 481.01 0.00 481.01 0.00 483.77 0.00 484.39 j:\1691\02\watercad 072507\college station5.wcd Bury & Partners Pressure ~ (psi) 86.07 72.79 73.39 81 .15 81 .59 87.35 78.33 78.33 86.13 86.97 76.21 77.95 81 .01 78.30 74.36 74.36 71 .62 71.40 78.96 79.61 70.99 70.56 77.07 76.63 79.82 79.38 78.91 78.69 79.56 79.35 80.57 80.35 74.07 73.64 75.34 75.33 81 .55 81 .20 70.33 69.62 74.98 75.19 71 .51 71 .51 73.46 73.03 70.70 68.19 78.31 78.10 78.00 79.56 flft.L FL~ @ f F 32.\ Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120) 07/27/07 04:28:13 PM IC> Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of3 i ! ! l r l- Label Elevation Zone Type Base Flow (ft) (gpm) J-294 300.50 Zone Demand 0.00 Fixed J-29~ 304.00 Zone Demand 0.00 Fixed J-29~ 304.50 Zone Demand 30.00 Fixed J-290 297.00 Zone Demand 0.00 Fixed J-28~ 304.50 Zone Demand 0.00 Fixed J-28~ 305.00 Zone Demand 30.00 Fixed J-286 300.50 Zone Demand 0.00 Fixed J-285 303.50 Zone Demand 0.00 Fixed J-284 303.50 Zone Demand 0.00 Fixed J-283 300.50 Zone Demand 0.00 Fixed J-282 300.50 Zone Demand 0.00 Fixed J-281 300.50 Zone Demand 0.00 Fixed J-280 304.50 Zone Demand 0.00 Fixed J-183 301.00 Zone Demand 0.00 Fixed J-182 307.00 Zone Demand 0.00 Fixed J-181 302.00 Zone Demand 0.00 Fixed J-180 304.00 Zone Demand 0.00 Fixed J-179 304.00 Zone Demand 0.00 Fixed J-178 299.00 Zone Demand 0.00 Fixed J-177 296.00 Zone Demand 0.00 Fixed J-176 301.00 Zone Demand 0.00 Fixed J-174 300.00 Zone Demand 0.00 Fixed J-173 291.00 Zone Demand 0.00 Fixed J-172 292.00 Zone Demand 0.00 Fixed J-171 302.50 Zone Demand 0.00 Fixed J-170 302.00 Zone Demand 0.00 Fixed J-169 296.00 Zone Demand 0.00 Fixed J-168 290.00 Zone Demand 0.00 Fixed J-165 290.00 Zone Demand 0.00 Fixed J-164 290.00 Zone Demand 0.00 Fixed J-160 300.00 Zone Demand 0.00 Fixed J-159 305.00 Zone Demand 0.00 Fixed J-158 288.00 Zone Demand 30.00 Fixed J-157 289.00 Zone Demand 30.00 Fixed J-156 302.00 Zone Demand 0.00 Fixed J-154 303.00 Zone Demand 0.00 Fixed J-151 303.00 Zone Demand 0.00 Fixed J-150 304.00 Zone Demand 30.00 Fixed J-149 288.00 Zone Demand 0.00 Fixed J-144 301.00 Zone Demand 0.00 Fixed J-143 302.00 Zone Demand 0.00 Fixed J-137 298.50 Zone Demand 0.00 Fixed J-134 304.00 Zone Demand 0.00 Fixed J-133 304.50 Zone Demand 0.00 Fixed J-132 295.00 Zone Demand 30.00 Fixed J-131 295.00 Zone Demand 0.00 Fixed J-127 304.00 Zone Demand 0.00 Fixed J-126 303.00 Zone Demand 30.00 Fixed J-123 293.00 Zone Demand 0.00 Fixed J-122 295.00 Zone Demand 0.00 Fixed J-116 299.00 Zone Demand 100.00 Fixed J-113 304.00 Zone Demand 0.00 Fixed Scenario: Base Steady State Analysis Junction Report Pattern Demand Calculated Calculated Hydraulic Grad (gpm) (ft) 0.00 484.39 0.00 478.14 30.00 478.14 0.00 484.23 0.00 478.12 30.00 478.12 0.00 481.48 0.00 478.59 0.00 478.11 0.00 480.90 0.00 480.97 0.00 480.94 0.00 483.77 0.00 484.04 0.00 492.67 0.00 490.69 0.00 480.01 0.00 479.27 0.00 478.34 0.00 487.09 0.00 488.73 0.00 480.98 0.00 481 .61 0.00 482.33 0.00 491 .15 0.00 491 .15 0.00 487.09 0.00 488.12 0.00 487.11 0.00 488.23 0.00 484.04 0.00 480.14 30.00 487.07 30.00 487.07 0.00 487.07 0.00 478.74 0.00 479.66 30.00 479.65 0.00 486.94 0.00 482.91 0.00 482.91 0.00 484.04 0.00 480.04 0.00 480.04 30.00 495.09 0.00 495.09 0.00 479.12 30.00 479.11 0.00 482.19 0.00 482.19 100.00 478.34 0.00 479.32 Pressure e (psi) 79.56 75.34 75.13 81.01 75.12 74.90 78.30 75.75 75.55 78.05 78.08 78.07 77.56 79.19 80.33 81 .64 76.15 75.83 77.59 82.67 81 .22 78.30 82.47 82.34 81 .62 81 .83 82.67 85.72 85.28 85.76 79.62 75.78 86.13 85.70 80.07 76.03 76.43 75.99 86.07 78.71 78.27 80.27 76.17 75.95 86.57 86.57 75.77 76.20 81 .85 80.99 77.59 75.85 Project Engineer: Dwayne Shoppa Bury & Partners WaterCAD v6.5 (6.5120) TiUe: Heart of the Research Valley j:\1691\02\watercad 072507\college station5.wcd 07127107 04:28:13 PM C Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203-755-1666 Page 2 of 3 Label Elevation Zone Type Base Flow (ft) (gpm) J-112 305.00 Zone Demand 0.00 J-107 295.50 Zone Demand 0.00 J,105 295.00 Zone Demand 0.00 J-105 292.00 Zone Demand 0.00 J-104 291.00 Zone Demand 30.00 J-101 290.00 Zone Demand 0.00 J-100 290.00 Zone Demand 0.00 J-99 303.50 Zone Demand 0.00 J-98 303.00 Zone Demand 30.00 J-87 299.00 Zone Demand 0.00 J-86 299.00 Zone Demand 30.00 J-85 290.00 Zone Demand 0.00 J-84 290.00 Zone Demand 0.00 J-75 290.00 Zone Demand 0.00 J-74 290.00 Zone Demand 0.00 J-73 293.00 Zone Demand 0.00 J-72 294.00 Zone Demand 30.00 J-71 290.00 Zone Demand 0.00 J-70 290.00 Zone Demand 0.00 J-69 303.00 Zone Demand 30.00 J-68 307.00 Zone Demand 30.00 J-65 297.00 Zone Demand 0.00 J-52 288.00 Zone Demand 0.00 J-51 288.00 Zone Demand 0.00 J-45 290.00 Zone Demand 0.00 J-44 290.00 Zone Demand 0.00 J-38 290.00 Zone Demand 0.00 J-37 290.00 Zone Demand 0.00 J-32 303.50 Zone Demand 0.00 J-31 303.50 Zone Demand 0.00 J-30 298.50 Zone Demand 0.00 J-29 298.50 Zone Demand 0.00 J-28 302.50 Zone Demand 0.00 J-27 302.50 Zone Demand 0.00 J-26 306.50 Zone Demand 0.00 J-25 306.50 Zone Demand 0.00 J-22 302.00 Zone Demand 0.00 J-21 297.00 Zone Demand 0.00 J-10 297.00 Zone Demand 30.00 J-9 297.00 Zone Demand 0.00 J-8 302.00 Zone Demand 0.00 J-7 302.00 Zone Demand 30.00 J-6 302.00 Zone Demand 0.00 J-1 288.50 Zone Demand 0.00 Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Scenario: Base Steady State Analysis Junction Report Pattern Demand Calculated Calculated! ~ydraulic Grad (gpm) (ft) 0.00 479.32 0.00 496.74 0.00 495.81 0.00 482.43 30.00 482.42 0.00 491.20 0.00 488.76 0.00 480.31 30.00 480.31 0.00 484.04 30.00 484.03 0.00 487.09 0.00 487.09 0.00 487.48 0.00 487.48 0.00 487.47 30.00 487.47 0.00 486.65 0.00 487.12 30.00 482.90 30.00 480.14 0.00 480.82 0.00 487.08 0.00 487.08 0.00 487.10 0.00 487.09 0.00 487.41 0.00 487.34 0.00 478.54 0.00 478.58 0.00 484.04 0.00 484.04 0.00 482.90 0.00 482.90 0.00 480.14 0.00 480.14 0.00 490.66 0.00 487.07 30.00 487.07 0.00 487.07 0.00 490.66 30.00 490.66 0.00 483.15 0.00 490.18 Pressure (psi) 75.42 87.07 86.88 82.39 82.82 87.05 85.99 76.50 76.71 80.06 80.05 85.27 85.27 85.44 85.44 84.14 83.71 85 .. 08 85.28 77.84 74.91 79.53 86.13 86.13 85.27 85.27 85.41 85.38 75.73 75.75 80.27 80.27 78.05 78.05 75.13 75.12 81 .62 82.24 82.24 82.24 81 .62 81.62 78.37 87.26 Project Engineer: Dwayne Shoppa Bury & Partners WaterCAD v6.5 (6.5120] Title: Heart of the Research Valley j:\1691\02\watercad 072507\college station5.wcd 07127107 04:28:13 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 3 of 3 Label Elevation Zone Type (ft) J-402 288.00 Zone Demand J-401 308.00 Zone Demand J-400 308.00 Zone Demand J-399 297.00 Zone Demand J-398 296.00 Zone Demand J-397 284.00 Zone Demand J-365 303.00 Zone Demand J-364 303.00 Zone Demand J-363 288.00 Zone Demand J-362 288.50 Zone Demand J-360 304.00 Zone Demand J-339 304.50 Zone Demand J-338 297.00 Zone Demand J-337 300.50 Zone Demand J-335 308.00 Zone Demand J-334 308.00 Zone Demand J-333 311 .50 Zone Demand J-332 312.00 Zone Demand J-33C 298.50 Zone Demand J-329 297.00 Zone Demand J-328 312.50 Zone Demand J-327 313.50 Zone Demand J-326 302.00 Zone Demand J-325 303.00 Zone Demand J-324 300.00 Zone Demand J-323 .lUl .UU ILOne 'ue111c111u J-321 300.00 Zone Demand J-32( 300.50 Zone Demand J-3H 300.50 Zone Demand J-3H 301 .00 Zone Demand J-317 298.00 Zone Demand J-31E 298.50 Zone Demand J-3H 308.00 Zone Demand J-314 309.00 Zone Demand J-31~ 304.00 Zone Demand J-312 304.00 Zone Demand J-311 296.00 Zone Demand J-31C 296.50 Zone Demand J-30S 314.00 Zone Demand J-308 314.50 Zone Demand J-307 304.50 Zone Demand J-306 304.00 Zone Demand J-305 311 .50 Zone Demand J-304 311 .50 Zone Demand J-303 307.50 Zone Demand J-302 308.50 Zone Demand J-301 313.00 Zone Demand J-300 312.50 Zone Demand J-299 300.00 Zone Demand J-298 300.50 Zone Demand J-296 303.50 Zone Demand J-295 300.50 Zone Demand Title: Heart of the Research Valley Base Flow (gpm) 0.00 Fixed 0.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed .lU.UU r-1 .... cu 0.00 Fixed 30.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 30.00 Fixed 30.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed Scenario: Base Steady State Analysis Junction Report Pattern Demand Calculated Calculated ~ydraulic Grad (gpm) (ft) 0.00 483.78 0.00 485.59 0.00 485.59 30.00 483.46 0.00 483.47 0.00 483.64 30.00 467.47 0.00 467.47 0.00 478.67 0.00 493.49 0.00 450.63 0.00 489.30 0.00 484.24 0.00 480.70 0.00 486.76 30.00 486.75 0.00 484.09 30.00 484.08 0.00 480.23 30.00 480.22 0.00 480.81 30.00 480.80 0.00 479.34 30.00 479.33 0.00 487.59 vU.UU .. 01.;)0 0.00 481.61 30.00 481 .61 0.00 486.63 30.00 486.62 0.00 484.00 30.00 484.00 0.00 486.41 30.00 486.41 0.00 476.34 0.00 476.34 0.00 483.45 0.00 483.42 0.00 482.82 30.00 482.81 0.00 477.98 0.00 477.98 0,00 480.29 30.00 480.29 30.00 479.06 0.00 479.07 0.00 481 .29 0.00 481 .29 0.00 480.23 0.00 480.23 0.00 488.83 0.00 486.45 Pressure (psi) 84.70 76.83 76.83 80.67 81 .11 86.37 71 .16 71 .16 82.49 88.69 63.44 79.96 81 .01 77.96 77.34 77.34 74.67 74.45 78.62 79.27 72.82 72.38 76.73 76.29 81 .16 OU.Iv 78.58 78.36 80.53 80.31 80.48 80.26 77.19 76.76 74.56 74.56 81.10 80.87 73.04 72.82 75.06 75.27 73.03 73.03 74.23 73.80 72.81 73.03 77.98 77.76 80.18 80.45 Project Engineer: Dwayne Shoppa Bury & Partners WaterCAD v6.5 (6.5120] j:\1691 \02\watercad 072507\college stations.wed 07/27/07 04:31 :15 PM @Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of 3 Label Elevation Zone Type Base Flow (fl) (gpm) J-294 300.50 Zone Demand 0.00 Fixed J-293 304.00 Zone Demand 0.00 Fixed J-292 304.50 Zone Demand 30.00 Fixed J-290 297.00 Zone Demand 0.00 Fixed J-289 304.50 Zone Demand 0.00 Fixed J-288 305.00 Zone Demand 30.00 Fixed J-286 300.50 Zone Demand 0.00 Fixed J-285 303.50 Zone Demand 0.00 Fixed J-284 303.50 Zone Demand 0.00 Fixed J-283 300.50 Zone Demand 0.00 Fixed J-282 300.50 Zone Demand 0.00 Fixed J-281 300.50 Zone Demand 0.00 Fixed J-280 304.50 Zone Demand 0.00 Fixed J-183 301 .00 Zone Demand 0.00 Fixed J-182 307.00 Zone Demand 0.00 Fixed J-1 81 302.00 Zone Demand 0.00 Fixed J-180 304.00 Zone Demand 0.00 Fixed J-179 304.00 Zone Demand 0.00 Fixed J-1 78 299.00 Zone Demand 0.00 Fixed J-1 77 296.00 Zone Demand 0.00 Fixed J-17€ 301 .00 Zone Demand 0.00 Fixed J-17~ 300.00 Zone Demand 0.00 Fixed J-173 291 .00 Zone Demand 0.00 Fixed J-172 292.00 Zone Demand 0.00 Fixed J-1 71 302.50 Zone Demand 0.00 Fixed J-170 302.00 Zone Demand 0.00 Fixed J-169 296.00 Zone Demand 0.00 Fixed J-168 290.00 Zone Demand 0.00 Fixed J-165 290.00 Zone Demand 0.00 Fixed J-1 64 290.00 Zone Demand 0.00 Fixed J-16( 300.00 Zone Demand 0.00 Fixed J-15E 305.00 Zone Demand 0.00 Fixed J-158 288.00 Zone Demand 30.00 Fixed J-157 289.00 Zone Demand 30.00 Fixed J-156 302.00 Zone Demand 0.00 Fixed J-154 303.00 Zone Demand 0.00 Fixed J-151 303.00 Zone Demand 0.00 Fixed J-15C 304.00 Zone Demand 500.00 Fixed J-149 288.00 Zone Demand 0.00 Fixed J-144 301 .00 Zone Demand 0.00 Fixed J-143 302.00 Zone Demand 0.00 Fixed J-137 298.50 Zone Demand 0.00 Fixed J-134 304.00 Zone Demand 0.00 Fixed J-133 304.50 Zone Demand 1,250.00 Fixed J-132 295.00 Zone Demand 30.00 Fixed J-131 295.00 Zone Demand 0.00 Fixed J-127 304.00 Zone Demand 0.00 Fixed J-126 303.00 Zone Demand 30.00 Fixed J-12~ 293.00 Zone Demand 0.00 Fixed J-122 295.00 Zone Demand 0.00 Fixed J-1 1 E 299.00 Zone Demand 100.00 Fixed J-11 ~ 304.00 Zone Demand 0.00 Fixed Scenario: Base Steady State Analysis Junction Report Pattern Demand Calculated Calculated! ~ydraulic Grad (gpm) (ft) 0.00 486.45 0.00 475.51 30.00 475.51 0.00 484.24 0.00 476.33 30.00 476.33 0.00 480.70 0.00 477.80 0.00 477.31 0.00 480.12 0.00 480.18 0.00 480.15 0.00 488.83 0.00 467.47 0.00 496.22 0.00 494.50 0.00 450.06 0.00 451 .70 0.00 468.56 0.00 478.68 0.00 492.81 0.00 454.39 0.00 457.16 0.00 460.35 0.00 494.90 0.00 494.90 0.00 478.68 0.00 481.96 0.00 478.70 0.00 483.96 0.00 467.47 0.00 450.62 30.00 478.66 30.00 478.66 0.00 491 .37 0.00 461 .03 0.00 450.10 500.00 448.68 0.00 483.78 0.00 462.89 0.00 462.88 0.00 467.47 0.00 450.05 1,250.00 443.13 30.00 491 .96 0.00 491 .97 0.00 454.15 30.00 454.14 0.00 459.71 0.00 459.71 100.00 468.56 0.00 450.79 Pressure (psi) 80.45 74.20 73.99 81 .01 74.34 74.13 77.96 75.41 75.20 77.71 77.74 77.73 79.75 72.03 81 .87 83.29 63.19 63.90 73.36 79.04 82.99 66.80 71 .89 72.84 83.24 83.46 79.04 83.05 81 .64 83.92 72.46 63.00 82.49 82.06 81 .93 68.37 63.64 62.60 84.70 70.04 69.60 73.11 63.19 59.98 85.22 85.22 64.96 65.39 72.13 71 .26 73.36 63.51 Project Engineer: Dwayne Shoppa Bury & Partners WaterCAD v6.5 [6.5120) Title: Heart of the Research Valley j:\1691\02\watercad 072507\college station5.wcd 07127107 04:31 :15 PM C Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1 666 Page 2 of 3 Label Elevation Zone Type Base Flow (ft) (gpm) J-112 305.00 Zone Demand 1,250.00 J-107 295.50 Zone Demand 0.00 J-106 295.00 Zone Demand 0.00 J-105 292.00 Zone Demand 0.00 J-104 291.00 Zone Demand 30.00 J-101 290.00 Zone Demand 0.00 J-100 290.00 Zone Demand 0.00 J-99 303.50 Zone Demand 0.00 J-98 303.00 Zone Demand 30.00 J-87 299.00 Zone Demand 0.00 J-86 299.00 Zone Demand 30.00 J-85 290.00 Zone Demand 0.00 J-84 290.00 Zone Demand 0.00 J-75 290.00 Zone Demand 0.00 J-74 290.00 Zone Demand 0.00 J-73 293.00 Zone Demand 0.00 J-72 294.00 Zone Demand 30.00 J-71 290.00 Zone Demand 0.00 J-70 290.00 Zone Demand 0.00 J-69 303.00 Zone Demand 30.00 J-68 307.00 Zone Demand 30.00 J-65 297.00 Zone Demand 0.00 J-52 288.00 Zone Demand 0.00 J-51 288.00 Zone Demand 0.00 J-45 290.00 Zone Demand 0.00 J-44 290.00 Zone Demand 0.00 J-38 290.00 Zone Demand 0.00 J-37 290.00 Zone Demand 0.00 J-32 303.50 Zone Demand 0.00 J-31 303.50 Zone Demand 0.00 J-30 298.50 Zone Demand 0.00 J-29 298.50 Zone Demand 0.00 J-28 302.50 Zone Demand 0.00 J-27 302.50 Zone Demand 0.00 J-26 306.50 Zone Demand 0.00 J-25 306.50 Zone Demand 0.00 J-22 302.00 Zone Demand 0.00 J-21 297.00 Zone Demand 0.00 J-10 297.00 Zone Demand 30.00 J-9 297.00 Zone Demand 0.00 J-8 302.00 Zone Demand 0.00 J-7 302.00 Zone Demand 30.00 J-6 302.00 Zone Demand 0.00 J-1 288.50 Zone Demand 0.00 Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Scenario: Base Steady State Analysis Junction Report Pattern Demand Calculated Calculated Hydraulic Grad (gpm) (ft) 1,250.00 444.47 0.00 494.03 0.00 492.87 0.00 460.83 30.00 460.83 0.00 487.1 2 0.00 484.04 0.00 451.41 30.00 451.40 0.00 467.47 30.00 467.47 0.00 478.68 0.00 478.68 0.00 483.84 0.00 483.85 0.00 483.84 30.00 483.84 0.00 476.89 0.00 478.71 30.00 462.87 30.00 450.61 0.00 453.68 0.00 478.67 0.00 478.67 0.00 478.69 0.00 478.69 0.00 483.84 0.00 483.83 0.00 464.79 0.00 463.94 0.00 467.47 0.00 467.47 0.00 462.87 0.00 462.87 0.00 450.61 0.00 450.61 0.00 494.48 0.00 478.66 30.00 478.66 0.00 478.66 0.00 494.48 30.00 494.48 0.00 463.83 0.00 494.07 Bury & Partners Pressure ~ (psi) 60.34 85.89 85.61 73.05 73.48 85.28 83.95 63.99 64.21 72.89 72.89 81 .63 81.63 83.87 83.87 82.57 82.13 80.86 81 .64 69.17 62.13 67.79 82.49 82.49 81 .64 81 .64 83.86 83.86 69.78 69.42 73.11 73.11 69.39 69.39 62.35 62.35 83.28 78.60 78.60 78.60 83.28 83.28 70.02 88.94 Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120) Title: Heart of the Research Valley j:\1691\02\watercad 072507\college station5.wcd 07127107 04:31:15 PM <Cl Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06706 USA +1-203-755-1666 Page 3 of 3 Label Length b iamete1 Materia I Hazen-Check (ft) (in) Willia mi Valve? c P-450 30.00 6.0 PVC 150.0 false P-449 16.00 6.0 PVC 150.0 false P-448 57.00 10.0 PVC 150.0 false P-447 101 .00 10.0 PVC 150.0 false P-446 27.00 6.0 PVC 150.0 false P-445 14.00 8.0 PVC 150.0 false P-444 171.00 8.0 PVC 150.0 false P-443 30.00 6.0 PVC 150.0 false P-442 29.00 10.0 PVC 150.0 false P-441 34.00 10.0 PVC 150.0 false P-440 92.00 8.0 PVC 150.0 false P-43S 190.00 8.0 PVC 150.0 false P-438 114.00 10.0 PVC 150.0 false P-437 140.00 8.0 PVC 150.0 false P-435 104.00 10.0 PVC 150.0 false P-434 94.00 10.0 PVC 150.0 false P-433 104.00 10.0 PVC 150.0 false P-432 12.00 6.0 PVC 150.0 false P-431 86.00 8.0 PVC 150.0 false P-430 162.00 10.0 PVC 150.0 false P-429 11.00 10.0 PVC 150.0 false P-428 19.00 6.0 PVC 150.0 false P-427 56.00 10.0 PVC 150.0 false P-426 27.00 8.0 PVC 150.0 false P-425 42.00 8.0 PVC 150.0 false P-422 110.00 8.0 PVC 150.0 false P-421 17.00 8.0 PVC 150.0 false P-420 6.00 8.0 PVC 150.0 false P-417 200.00 12.0 PVC 150.0 false P-414 328.00 10.0 PVC 150.0 false P-410 204.00 8.0 PVC 150.0 false P-409 69.00 8.0 PVC 150.0 false P-403 25.00 10.0 PVC 150.0 false P-394 19.00 10.0 PVC 150.0 false P-391 236.00 8.0 PVC 150.0 false Title: Heart of the Research Valley Minor:. Contro Loss Status Coefficien 0.00 Open 0.00 Open 0.35 Open 0.70 Open 1.28 Open 0.00 Open 0.35 Open 1.28 Open 0.35 Open 0.35 Open 0.45 Open 0.35 Open 0.70 Open 0.20 Open 0.35 Open 0.70 Open 0.35 Open 1.28 Open 0.70 Open 0.35 Open 0.35 Open 1.28 Open 0.35 Open 0.35 Open 0.35 Open 1.15 Open 0.35 Open 0.00 Open 0.45 Open 1.15 Open 0.35 Open 0.80 Open 0.35 Open 0.55 Open 0.55 Open Scenario: phase 1 only Steady State Analysis Pipe Report Discharge l pstream StructUi ~wnstream Structu (gpm) Hydraulic Grade Hydraulic Grade (ft) (ft) 0.00 442.38 442.38 1,250.00 440.44 439.06 -2,692.45 440.44 442.78 -1 ,442.45 439.12 440.44 30.00 442.38 442.38 -30.00 442.38 442.38 -0.00 442.38 442.38 -0.00 449.47 449.47 337.55 437.43 437.40 367.55 437.47 437.43 647.55 440.99 440.29 677.55 442.39 440.99 -912.45 437.40 438.01 0.00 442.38 442.38 -1.412.45 438.01 439.12 397.55 437.58 437.47 427.55 437.70 437.58 0.00 440.29 440.29 707.55 443.24 442.39 -2,752.45 443.79 449.47 -2,722.45 442.78 443.79 0.00 443.58 443.58 427.55 437.77 437.70 -737.55 443.24 443.58 -647.55 439.94 440.29 -767.55 447.03 448.41 -737.55 446.78 447.03 617.55 439.94 439.90 -3,550.00 450.80 455.57 -100.00 437.73 437.76 587.55 439.27 438.12 617.55 439.86 439.27 -130.00 437.76 437.76 -160.00 437.76 437.77 -797.55 448.41 450.80 j:\1691\02\watercad 072507\college station5.wcd Bury & Partners l!'ressure Head loss !Velocity Pipe Gradient (ft/s) Head loss (ft/1 OOOft (ft) 0.00 0.00 0.00 1.38 86.02 14.18 2.34 41 .12 11 .00 1.32 13.05 5.89 0.00 0.17 0.34 0.00 0.02 0.19 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.99 1.38 0.04 1.10 1.50 0.70 7.56 4.13 1.40 7.35 4.32 0.61 5.31 3.73 0.00 0.00 0.00 1.11 10.70 5.77 0.11 1.16 1.62 0.12 1.14 1.75 0.00 0.00 0.00 0.86 9.96 4.52 5.68 35.06 11 .24 1.00 91.30 11 .12 0.00 0.00 0.00 0.07 1.28 1.75 0.34 12.44 4.71 0.36 8.48 4.13 1.37 12.48 4.90 0.26 15.06 4.71 0.03 5.74 3.94 4.77 23.86 10.07 0.02 0.08 0.41 1.14 5.61 3.75 0.59 8.54 3.94 0.00 0.17 0.53 0.01 0.35 0.65 2.40 10.15 5.09 07/27/07 04:19:31 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 (6.5120) Page 1of3 Label Length b1amete1 Materta I Hazen-Check {ft) {in) !William! Valve? c P-389 21 .00 10.0 PVC 150.0 false P-379 343.00 8.0 PVC 150.0 false P-374 31.00 12.0 PVC 150.0 false P-373 1.00 48.0 PVC 150.0 false P-367 62.00 12.0 PVC 150.0 false P-366 65.00 12.0 PVC 150.0 false P-318 8.00 10.0 PVC 150.0 false P-306 27.00 6.0 PVC 150.0 false P-303 168.00 10.0 PVC 150.0 false P-302 19.00 6.0 PVC 150.0 false P-298 30.00 6.0 PVC 150.0 false P-295 18.00 12.0 PVC 150.0 false P-294 120.00 12.0 PVC 150.0 false P-293 47.00 6.0 PVC 150.0 false P-290 17.00 6.0 PVC 150.0 false P-28i 27.00 6.0 PVC 150.0 false P-286 31 .00 6.0 PVC 150.0 false P-285 49.00 12.0 PVC 150.0 false P-284 33.00 6.0 PVC 150.0 false P-282 27.00 6.0 PVC 150.0 false P-281 58.00 6.0 PVC 150.0 false P-277 4.00 8.0 PVC 150.0 false P-276 4.00 8.0 PVC 150.0 false P-272 54.00 6.0 PVC 150.0 false P-271 37.00 6.0 PVC 150.0 false P-270 47.00 6.0 PVC 150.0 false P-269 31 .00 8.0 PVC 150.0 false P-267 36.00 6.0 PVC 150.0 false P-264 42.00 6.0 PVC 150.0 false P-263 47.00 6.0 PVC 150.0 false P-262 33.00 6.0 PVC 150.0 false P-261 32.00 6.0 PVC 150.0 false P-260 11 .00 6.0 PVC 150.0 false P-254 25.00 8.0 PVC 150.0 false P-253 98.00 8.0 PVC 150.0 false Title: Heart of the Research Valley Minor Centro Loss Status Coefficien 0.35 Open 1.35 Open 0.00 Open 0.00 Open 0.20 Open 0.00 Open 1.28 Open 1.28 Open 1.15 Open 1.28 Open 1.28 Open 0.35 Open 0.35 Open 1.28 Open 1.28 Open 1.28 Open 1.28 Open 0.00 Open 1.28 Open 1.28 Open 1.28 Open 0.00 Open 0.00 Open 1.28 Open 1.28 Open 1.28 Open 0.35 Open 1.28 Open 1.28 Open 1.28 Open 0.20 Open 1.48 Open 0.00 Open 1.63 Open 0.80 Open Scenario: phase 1 only Steady State Analysis Pipe Report Discharge l pstream Structli l!Jwnstream Structu (gpm) Hydraulic Grade Hydraulic Grade {ft) {ft) -2,752.45 449.47 450.80 -737.55 443.58 446.78 3,580.00 467.36 466.72 3,580.00 307.00 307.00 3,550.00 460.44 458.86 3,550.00 461 .76 460.44 -100.00 437.73 437.73 -1 ,250.00 431 .08 437.40 0.00 437.73 437.73 0.00 446.78 446.78 -0.00 437.70 437.70 3,580.00 463.69 462.75 3,580.00 466.72 463.69 -30.00 437.43 437.43 -30.00 437.75 437.76 -30.00 437.47 437.47 -500.00 436.88 438.01 3,550.00 462.75 461.76 -30.00 442.78 442.78 30.00 437.58 437.57 -30.00 443.78 443.79 617.55 439.88 439.86 -617.55 439.88 439.90 -30.00 439.11 439.12 -30.00 447.03 447.03 -30.00 448.40 448.41 30.00 442.39 442.38 -30.00 443.24 443.24 -30.00 440.98 440.99 -30.00 439.26 439.27 -30.00 437.75 437.76 -30.00 437.76 437.76 -30.00 437.75 437.75 30.00 439.94 439.94 30.00 439.94 439.93 j:\1691\02\watercad 072507\college stations.wed Bury & Partners E'ressure Headless Velocity Pipe Gradient {ft/s) HeadlOS! {ft/1 OOOft {ft) 1.33 63.54 11.24 3.20 9.33 4.71 0.64 20.63 10.16 0.00 0.03 0.63 1.57 25.40 10.07 1.32 20.32 10.07 0.00 0.48 0.41 6.32 234.10 14.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0Ci 0.93 51.77 10.16 3.04 25.31 10.16 0.01 0.14 0.34 o.oo 0.22 0.34 0.00 0.17 0.34 1.13 36.40 5.67 1.00 20.32 10.07 0.01 0.16 0.34 0.00 0.17 0.34 0.01 0.13 0.34 0.02 5.74 3.94 0.02 5.74 3.94 0.01 0.13 0.34 0.01 0.15 0.34 0.01 0.14 0.34 0.00 0.03 0.19 0.01 0.15 0.34 0.01 0.14 0.34 0.01 0.14 0.34 0.00 0.10 0.34 0.01 0.17 0.34 0.00 0.09 0.34 0.00 0.06 0.19 0.00 0.03 0.19 07127107 04:19:31 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120) Page 2 of 3 Label Length Pia mete Material Hazen-Check (ft) (in) Williams Valve? c P-252 50.00 8.0 PVC 150.0 false P-251 6.00 8.0 PVC 150.0 false P-76 5.00 8.0 PVC 150.0 false P-75 292.00 6.0 PVC 150.0 false P-74 7.00 8.0 PVC 150.0 false P-67 121 .00 6.0 PVC 150.0 false P-9 158.00 12.0 PVC 150.0 false Title: Heart of the Research Valley j:\1691\02\watercad 072507\college station5.wcd 07127107 04:19:31 PM Minor Contro Loss Status Coefficien 0.00 Open 1.48 Open 0.00 Open 0.00 Open 0.00 Open 1.28 Open 0.05 Open Scenario: phase 1 only Steady State Analysis Pipe Report Discharge l pstream StructLli lllwnstream Structu (gpm) Hydraulic Grade Hydraulic Grade (ft) (ft) -30.00 439.93 439.93 -587.55 437.77 438.12 -30.00 462.73 462.73 -30.00 462.73 462.75 -30.00 462.73 462.73 0.00 463.69 463.69 -3,550.00 455.57 458.86 Bury & Partners l!'ressure Head loss ~elocity Pipe Gradient (ft/s) Head loss (ft/1 OOOft) (ft) 0.00 0.02 0.19 0.35 59.10 3.75 0.00 0.02 0.19 0.03 0.09 0.34 0.00 0.02 0.19 0.00 0.00 0.00 3.29 20.81 10.07 © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120) Page 3 of 3 ... Label Elevation Zone Type Base Flow (ft) (gpm) J-368 305.00 Zone Demand J-367 303.00 Zone Demand J-362 288.50 Zone Demand J-361 308.50 Zone Demand J-182 307.00 Zone Demand J-181 300.50 Zone Demand J-178 299.00 Zone Demand J-176 301 .00 Zone Demand J-175 297.00 Zone Demand. J-171 301 .50 Zone Demand J-170 301.50 Zone Demand J-167 300.00 Zone Demand J-166 297.50 Zone Demand J-1 63 307.50 Zone Demand J-162 305.00 Zone Demand J-156 302.00 Zone Demand J-155 302.00 Zone Demand J-1 53 307.00 Zone Demand J-152 305.50 Zone Demand J-148 311 .00 Zone Demand J-1 47 311.50 Zone Demand J-146 299.50 Zone Demand J-145 300.50 Zone Demand J-142 299.00 Zone Demand J-141 301 .00 Zone Demand J-140 305.00 Zone Demand J-136 301 .00 Zone Demand J-135 301 .00 Zone Demand J-130 300.00 Zone Demand J-129 305.50 Zone Demand J-128 305.50 Zone Demand J-125 297.50 Zone Demand J-124 297.50 Zone Demand J-121 304.50 Zone Demand J-120 305.00 Zone Demand J-119 296.00 Zone Demand Title: Heart of the Research Valley j:\1691\02\watercad\college station2.wcd 06/14/07 09:18:54 AM 500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00 0.00 30.00 0.00 30.00 30.00 0.00 30.00 0.00 30.00 30.00 0.00 0.00 0.00 30.00 0.00 0.00 0.00 Pattern Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Scenario: Phase 1 Max Velocity Steady State Analysis Junction Report Demand Calculated Pressure Calculated rlydraulic Grad i (psi) (gpm) (ft) 500.00 419.65 49.60 0.00 420.05 50.64 0.00 460.44 74.39 0.00 437.75 55.92 0.00 466.72 69.10 0.00 462.75 70.20 0.00 435.46 59.04 0.00 458.86 68.30 0.00 427.94 56.65 0.00 463.69 70.17 0.00 463.69 70.17 0.00 424.75 53.97 0.00 421 .34 53.58 0.00 445.49 59.70 0.00 439.02 57.99 0.00 455.57 66.44 0.00 454.32 65.90 0.00 446.71 60.45 30.00 446.70 61 .09 0.00 439.82 55.74 30.00 439.82 55.52 0.00 424.74 54.19 30.00 424.74 53.75 30.00 439.00 60.57 0.00 434.16 57.61 30.00 434.15 55.88 0.00 433.01 57.11 30.00 433.00 57.11 30.00 424.74 53.97 0.00 436.06 56.49 0.00 436.06 56.49 0.00 423.13 54.35 30.00 423.12 54.35 0.00 435.50 56.68 0.00 433.09 55.42 0.00 416.25 52.02 Bury & Partners © Haestad Methods. Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 FF 3(0 Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120] Page 1 of 3 Label Elevation Zone Type Base Flow (ft) (gpm) J-118 296.00 Zone Demand 30.00 J-117 299.00 Zone Demand 0.00 J-116 299.00 Zone Demand 100.00 J-115 306.50 Zone Demand 0.00 J-114 306.50 Zone Demand 30.00 J-111 313.50 Zone Demand 0.00 J-110 314.00 Zone Demand 30.00 J-109 311 .50 Zone Demand 0.00 J-108 311 .50 Zone Demand 0.00 J-103 310.50 Zone Demand 0.00 J-102 310.50 Zone Demand 30.00 J-97 308.00 Zone Demand 0.00 J-96 308.00 Zone Demand 0.00 J-95 305.00 Zone Demand 30.00 J-94 301 .00 Zone Demand 0.00 J-93 301.00 Zone Demand 0.00 J-89 299.00 Zone Demand 0.00 J-88 298.50 Zone Demand 0.00 J-83 297.00 Zone Demand 0.00 J-82 297.00 Zone Demand 1.250.00 J-81 299.50 Zone Demand 0.00 J-80 299.50 Zone Demand 1,250.00 J-79 304.50 Zone Demand 0.00 J-78 304.50 Zone Demand 30.00 J-77 308.50 Zone Demand 0.00 J-67 299.00 Zone Demand 0.00 J-66 299.00 Zone Demand 0.00 J-63 308.00 Zone Demand 0.00 J-62 308.00 Zone Demand 0.00 J-61 299.50 Zone Demand 0.00 J-60 297.00 Zone Demand 0.00 J-57 299.50 Zone Demand 0.00 J-56 291.50 Zone Demand 0.00 J-55 291 .50 Zone Demand 0.00 J-54 308.50 Zone Demand 0.00 J-53 308.50 Zone Demand 30.00 Title: Heart of the Research Valley j:\1691 \02\watercad\college station2.wcd 06114107 09:18:54 AM Pattern Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Scenario: Phase 1 Max Velocity Steady State Analysis Junction Report Demand Calculated Pressure Calculatedl HydraLJlic Grad ~ (psi) (gpm) (ft) 30.00 416.24 52.02 0.00 417.44 51 .24 100.00 435.46 59.04 0.00 447.73 61 .10 30.00 447.73 61.10 0.00 442.26 55.71 30.00 442.25 55.49 0.00 440.37 55.75 0.00 440.37 55.75 0.00 439.10 55.64 30.00 439.10 55.64 0.00 444.54 59.0B 0.00 444.54 59.08 30.00 429.40 53.82 0.00 452.26 65.44 0.00 452.26 65.44 0.00 439.01 60.58 0.00 439.01 60.79 0.00 416.25 51 .59 1,250.00 410.70 49.19 0.00 408.53 47.17 1,250.00 407.07 46.54 0.00 435.49 56.67 30.00 435.49 56.67 0.00 437.75 55.92 0.00 424.74 54.40 0.00 424.74 54.40 0.00 435.49 55.16 0.00 435.49 55.16 0.00 439.01 60.36 0.00 439.01 61.44 0.00 424.75 54.19 0.00 435.47 62.29 0.00 435.47 62.29 0.00 437.75 55.92 30.00 437.75 55.92 Bury & Partners © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120) Page2 of 3 Label Elevation Zone Type Base Flow (ft) (gpm) J-50 307.50 Zone Demand J-49 302.00 Zone Demand J-48 302.00 Zone Demand J-47 307.50 Zone Demand J-46 307.50 Zone Demand J-43 299.50 Zone Demand J-41 308.50 Zone Demand J-40 308.50 Zone Demand J-39 308.50 Zone Demand J-36 297.50 Zone Demand J-35 297.50 Zone Demand J-34 305.00 Zone Demand J-33 305.00 Zone Demand J-24 301 .50 Zone Demand J-23 301 .50 Zone Demand J-22 302.00 Zone Demand J-20 299.00 Zone Demand J-19 299.00 Zone Demand J-18 304.50 Zone Demand J-17 31 4.00 Zone Demand J-16 314.00 Zone Demand J-15 314.00 Zone Demand J-14 304.50 Zone Demand J-13 304.50 Zone Demand J-12 299.50 Zone Demahd J-11 299.50 Zone Demand J-8 302.00 Zone Demand J-7 302.00 Zone Demand J-3 291 .50 Zone Demand J-1 288.50 Zone Demand Title: Heart of the Research Valley j:\1691 \02\watercad\colle9e station2.wcd 06114107 09:18:54 AM 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00 0.00 0.00 Pattern Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Scenario: Phase 1 Max Velocity Steady State Analysis Junction Report Demand Calculated Pressure Calculated ~ydraulic Grad ~ (psi) (gpm) (ft) 0.00 445.29 59.62 0.00 421 .28 51.60 0.00 421 .04 51.50 0.00 445.16 59.56 0.00 445.06 59.51 0.00 439.01 60.36 0.00 438.05 56.05 0.00 438.22 56.13 0.00 438.14 56.09 0.00 417.05 51 .72 0.00 417.75 52.03 0.00 439.02 57.99 0.00 435.97 56.66 0.00 429.40 55.34 0.00 429.40 55.34 0.00 462.73 69.54 0.00 417.39 51.22 0.00 417.35 51 .20 0.00 435.50 56.68 0.00 441 .69 55.24 0.00 441.85 55.32 0.00 441 .77 55.28 0.00 435.50 56.68 0.00 435.50 56.68 0.00 424.75 54.19 0.00 424.75 54.19 0.00 462.73 69.54 30.00 462.73 69.54 0.00 435.47 62.29 0.00 461.76 74.96 Bury & Partners © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD vs.s [6.5120] Page 3 of 3 Label Length Oiameter Material Hazen- (ft) (in) Williams c P-393 49.00 ~ Dpvc 150.0 P-392 223.00 8.0 PVC 150.0 P-391 25.00 8.0 PVC 150.0 P-390 162.00 8.0 PVC 150.0 P-389 162.00 10.0 PVC 150.0 P-388 7.00 8.0 PVC 150.0 P-374 31.00 12.0 PVC 150.0 P-373 1.00 48.0 PVC 150.0 P-367 62.00 12.0 PVC 150.0 P-366 65.00 12.0 PVC 150.0 P-365 137.00 10.0 PVC 150.0 P-364 8.00 6.0 PVC 150.0 P-363 6.00 10.0 PVC 150.0 P-359 88.00 8.0 PVC 150.0 P-358 20.00 8.0 PVC 150.0 P-347 6.00 6.0 PVC 150.0 P-346 3.00 6.0 PVC 150.0 P-345 66.00 8.0 PVC 150.0 P-344 3.00 8.0 PVC 150.0 P-343 32.00 10.0 PVC 150.0 P-342 5.00 10.0 PVC 150.0 P-340 73.00 8.0 PVC 150.0 P-339 42.00 10.0 PVC ' 150.0 P-338 73.00 10.0 PVC 150.0 P-337 31 .00 8.0 PVC 150.0 P-336 123.00 8.0 PVC 150.0 P-335 12.00 8.0 PVC 150.0 P-334 115.00 8.0 PVC 150.0 P-330 21 .00 8.0 PVC 150.0 P-329 74.00 12.0 PVC 150.0 P-328 196.00 12.0 PVC 150.0 P-323 2.00 8.0 PVC 150.0 P-322 2.00 8.0 PVC 150.0 P-31 9 21 .00 10.0 PVC 150.0 P-318 6.00 10.0 PVC 150.0 Title: Heart of the Research Valley j:\1691\02\watercad\college station2.wcd 06/14/07 09:19:45 AM Check Valve? false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false Minor Control Loss Status Coefficien 1.28 Open 0.10 Open 0.35 Open 0.35 Open 0.20 Open 0.00 Open 0.00 Open 0.00 Open 0.20 Open 0.00 Open 0.35 Open 1.38 Open 0.35 Open 0.20 Open 0.35 Open 0.00 Open 0.35 Open 0.35 Open 0.00 Open 0.35 Open 0.05 Open 0.35 Open 0.35 Open 0.10 Open 0.35 Open 0.05 Open 0.35 Open 0.35 Open 0.80 Open 0.35 Open 0.35 Open 1.48 Open 1.48 Open 0.55 Open 0.35 Open Scenario: Phase 1 Max Velocity Steady State Analysis Pipe Report Discharge l pstream Structlli IDwnstream Structu e>ressure (gpm} Hydraulic Grade Hydraulic Grade Pipe (ft) (ft) Headlos~ (ft) 500.00 420.05 419.65 0.39 837.66 420.05 417.75 2.30 1,337.66 421.04 420.05 1.00 1,397.66 429.40 424.75 4.65 -100.00 435.47 435.49 0.01 0.00 439.01 439.01 0.00 3,580.00 467.36 466.72 0.64 3,580.00 307.00 307.00 0.00 3,550.00 460.44 458.86 1.57 3,550.00 461 .76 460.44 1.32 1,557.66 437.75 436.06 1.69 30.00 437.75 437.75 0.00 1,587.66 438.05 437.75 0.30 -442.34 41 7.05 417.35 0.30 -1 ,280.00 416.25 417.05 0.81 0.00 439.01 439.01 0.00 30.00 439.01 439.01 0.00 -60.00 424.75 424.75 0.01 -60.00 424.75 424.75 0.00 -1,557.66 435.50 436.06 0.56 -130.00 435.50 435.50 0.00 -30.00 416.25 416.25 0.00 -1,617.66 439.10 439.82 0.72 -1,587.66 438.22 439.10 0.88 1,692.34 423.13 421.34 1.79 1,722.34 427.94 423.1 3 4.81 -1,752.34 433.01 434.1 6 1.16 -1,722.34 427.94 433.01 5.07 30.00 424.74 424.74 0.00 -3,550.00 452.26 454.32 2.05 -3,550.00 447.73 452.26 4.53 30.00 439.02 439.02 0.00 -1,782.34 435.97 439.02 3.06 -100.00 435.46 435.47 0.00 -100.00 435.46 435.46 0.00 Bury & Partners Head loss Velocity Gradient (ftls) (ft11 OOOft) 8.01 3.19 10.29 5.35 39.86 8.54 28.72 8.92 0.07 0.41 0.00 0.00 20.63 10.16 0.03 0.63 25.40 10.07 20.32 10.07 12.34 6.36 0.40 0.34 49.22 6.49 3.38 2.82 40.27 8.17 0.00 0.00 0.30 0.34 0.09 0.38 0.07 0.38 17.61 6.36 0. 15 0.53 0.02 0.19 17.17 6.61 12.02 6.49 57.58 10.80 39.12 10.99 96.25 11.18 44.07 10.99 0.04 0.19 27.76 10.07 23.13 10.07 0.44 0.19 1,527.82 11.38 0.13 0.41 0.22 0.41 © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 ff 3[0 Project Engineer: Dwayne Shoppa WaterCAD v6.5 (6.5120] Page 1 of 3 Label Length biamete Materia l1 Hazen- (ft) (in) Williams c P-316 118.00 10.0 PVC 150.0 P-315 165.00 10.0 PVC 150.0 P-31 4 28.00 10.0 PVC 150.0 P-31 3 27.00 8.0 PVC 150.0 P-309 24.00 12.0 PVC 150.0 P-308 35.00 12.0 PVC 150.0 P-307 62.00 10.0 PVC 150.0 P-306 25.00 10.0 PVC 150.0 P-295 18.00 12.0 PVC 150.0 P-294 120.00 12.0 PVC 150.0 P-287 3.00 8.0 PVC 150.0 P-286 88.00 8.0 PVC 150.0 P-285 49.00 12.0 PVC 150.0 P-283 90.00 10.0 PVC 150.0 P-282 25.00 10.0 PVC 150.0 P-281 21 .00 10.0 PVC 150.0 P-276 23.00 8.0 PVC 150.0 P-269 10.00 10.0 PVC 150.0 P-131 41 .00 6.0 PVC 150.0 P-130 20.00 6.0 PVC 150.0 P-129 73.00 8.0 PVC 150.0 P-123 40.00 6.0 PVC 150.0 P-122 50.00 6.0 PVC 150.0 P-119 18.00 6.0 PVC 150.0 P-117 8.00 6.0 PVC 150.0 P-1 16 38.00 6.0 PVC 150.0 P-114 11.00 6.0 PVC 150.0 P-108 4.00 8.0 PVC 150.0 P-107 5.00 8.0 PVC 150.0 P-1 06 4.00 6.0 PVC 150.0 P-105 140.00 8.0 PVC 150.0 P-1 03 11 2.00 6.0 PVC 150.0 P-100 28.00 6.0 PVC 150.0 P-99 4.00 8.0 PVC 150.0 P-76 4.00 8.0 PVC 150.0 Title: Heart of the Research Valley j:\1691 \02\watercad\college station2.wcd 06/1 4/07 09:19:45 AM Check Valve? false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false Minor Contra Loss Status t:oefficien 0.00 Open 0.35 Open 0.10 Open 0.35 Open 0.35 Open 0.35 Open 0.35 Open 0.35 Open 0.35 Open 0.35 Open 0.35 Open 0.35 Open 0.00 Open 0.35 Open 0.35 Open 0.35 Open 0.35 Open 0.10 Open 0.00 Open 1.48 Open 1.63 Open 1.28 Open 1.28 Open 1.28 Open 1.28 Open 0.20 Open 0.10 Open 1.48 Open 0.10 Open 0.00 Open 0.10 Open 0.80 Open 2.08 Open 0.20 Open 0.00 Open Scenario: Phase 1 Max Velocity Steady State Analysis Pipe Report Discharge l pstream StructLli l!lwnstream Structu e>ressure (gpm) Hydraulic Grade Hydraulic Grade Pipe (ft) (ft) Head loss (ft) -1 00.00 435.47 435.47 0.01 -1,677.66 442.26 444.54 2.29 -1,647.66 441 .65 442.26 0.40 -1,762.34 434.16 435.97 1.61 -3,520.00 446.71 447.73 1.02 -3,490.00 445.49 446.71 1.22 100.00 435.49 435.49 0.01 130.00 435.50 435.49 0.00 3,580.00 463.69 462.75 0.93 3,580.00 466.72 463.69 3.04 442.34 417.44 417.39 0.05 1,692.34 421 .34 417.44 3.90 3,550.00 462.75 461.76 1.00 -1,647.66 440.37 441.69 1.32 -1,647.66 439.82 440.37 0.54 -1,677.66 444.54 445.06 0.51 -60.00 424.74 424.75 0.00 -1,677.66 445.29 445.49 0.20 30.00 439.01 439.00 0.00 -30.00 439.01 439.01 0.00 -1,812.34 439.02 445.49 6.46 -30.00 434.15 434.,16 0.01 -30.00 446.70 446.71 0.01 -1,250.00 410.70 41 6.25 5.55 0.00 424.75 424.75 0.00 30.00 437.75 437.75 0.00 -30.00 424.74 424.74 0.00 837.66 417.75 417.05 0.70 -1,337.66 421.04 421.28 0.23 -30.00 429.40 429.40 0.00 1,337.66 424.75 421.28 3.48 30.00 439.02 439.01 0.01 -1,250.00 408.53 41 7.44 8.91 -442.34 417.35 417.39 0.04 -30.00 462.73 462.73 0.00 Bury & Partners Head loss Velocity Gradient (ft/s) (ft/1 OOOft) 0.07 0.41 13.87 6.85 14.43 6.73 66.92 11.38 42.57 9.99 34.90 9.90 0.08 0.41 0.17 0.53 51 .77 10.16 25.31 10.16 17.54 2.82 44.33 10.80 20.32 10.07 14.65 6.73 21 .76 6.73 24.48 6.85 0.11 0.38 19.61 6.85 0.09 0.34 0.22 0.34 88.54 11 .57 0.14 0.34 0.13 0.34 308.14 14.18 0.00 0.00 0.10 0.34 0.10 0.34 174.31 5.35 46.66 8.54 0.08 0.34 24.83 8.54 0.10 0.34 31 8.06 14.18 9.28 2.82 0.02 0.19 © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 ~ Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120] Page 2 of 3 Label Length Diameter Material Hazen- (ft) (in) Williams c P-75 292.00 6.0 PVC 150.0 P-74 1.00 8.0 PVC 150.0 P-67 121 .00 6.0 PVC 150.0 P-53 28.00 6.0 PVC 150.0 P-52 29.00 6.0 PVC 150.0 P-51 36.00 6.0 PVC 150.0 P-50 27.00 6.0 PVC 150.0 P-49 27.00 6.0 PVC 150.0 P-48 26.00 6.0 PVC 150.0 P-47 17.00 6.0 PVC 150.0 P-46 7.00 6.0 PVC 150.0 P-45 31 .00 6.0 PVC 150.0 P-44 43.00 6.0 PVC 150.0 P-34 47.00 6.0 PVC 150.0 P-33 25.00 6.0 PVC 150.0 P-32 136.00 8.0 PVC 150.0 P-31 28.00 8.0 PVC 150.0 P-28 17.00 6.0 PVC 150.0 P-25 58.00 12.0 PVC 150.0 P-24 5.00 10.0 PVC 150.0 P-23 5.00 10.0 PVC 150.0 P-22 4.00 10.0 PVC 150.0 P-21 4.00 10.0 PVC 150.0 P-20 5.00 10.0 PVC 150.0 P-19 5.00 10.0 PVC 150.0 P-18 4.00 10.0 PVC 150.0 P-17 5.00 10.0 PVC 150.0 P-16 30.00 6.0 PVC 150.0 P-15 25.00 6.0 PVC 150.0 P-14 25.00 6.0 PVC 150.0 P-9 158.00 12.0 PVC 150.0 P-5 8.00 10.0 PVC 150.0 P-3 10.00 10.0 PVC 150.0 P-1 27.00 6.0 PVC 150.0 Title: Heart of the Research Valley j:\1691 \02\watercad\college station2.wcd 06/1 4/07 09:19:45 AM Check Valve? false false false false false false false false false false false false false false false false false false false false false false false fa lse false false false false false fa lse false false false false Minor Control Loss Status k::oefficien 0.00 Open 0.00 Open 1.28 Open 1.28 Open 1.28 Open 1.28 Open 1.28 Open 1.28 Open 1.28 Open 1.28 Open 0.00 Open 0.00 Open 1.63 Open 1.28 Open 0.00 Open 0.00 Open 1.28 Open 0.00 Open 0.05 Open 0.10 Open 0.05 Open 0.05 Open 0.05 Open 0.05 Open 0.05 Open 0.05 Open 0.05 Open 1.28 Open 1.28 Open 1.28 Open 0.05 Open 0.20 Open 0.20 Open 1.28 Open Scenario: Phase 1 Max Velocity Steady State Analysis Pipe Report Discharge l pstream StructLli !Dwnstream Structu e'ressure (gpm) Hydraulic Grade Hydraulic Grade Pipe (ft) (ft) Headlosi (ft) -30.00 462.73 462.75 0.03 -30.00 462.73 462.73 0.00 0.00 463.69 463.69 0.00 -30.00 416.24 416.25 0.00 -30.00 423.12 423.13 0.00 -30.00 433.00 433.01 0.01 -30.00 447.73 447.73 0.00 -30.00 442.25 442.26 0.00 -30.00 439.10 439.10 0.00 -30.00 435.49 435.49 0.00 -30.00 437.75 437.75 0.00 -30.00 424.74 424.74 0.00 -30.00 424.74 424.74 0.01 -30.00 439.82 439.82 0.01 30.00 429.40 429.40 0.00 -1,427.66 429.40 433.09 3.69 -1 ,427.66 ~ 433.09 435.50 2.41 -1 ,250.00 407.07 408.53 1.46 -3,550.00 454.32 455.57 1.26 -1 ,677.66 445.16 445.29 0.13 -1,677.66 445.06 445.16 0.10 -1,647.66 441 .77 441.85 0.08 -1 ,647.66 441 .69 441.77 0.08 -1 ,587.66 438.14 438.22 0.09 -1,587.66 438.05 438.14 0.09 -130.00 435.50 435.50 0.00 -130.00 435.50 435.50 0.00 0.00 436.06 436.06 0.00 -0.00 452.26 452.26 0.00 0.00 444.54 444.54 0.00 -3,550.00 455.57 458.86 3.29 100.00 435.47 435.47 0.00 100.00 435.49 435.49 0.00 0.00 440.37 440.37 0.00 Bury & Partners Head loss Velocity Gradient (ft/s) (ft/1 OOOft) 0.09 0.34 0.03 0.19 0.00 0.00 0.17 0.34 0.17 0.34 0.1 5 0.34 0.17 0.34 0.17 0.34 0.17 0.34 0.22 0.34 0.09 0.34 0.09 0.34 0.15 0.34 0.1 4 0.34 0.09 0.34 27.10 9.11 86.03 9.11 86.02 14.18 21 .67 10.07 26.91 6.85 19.61 6.85 20.71 6.73 20.71 6.73 17.65 6.49 17.66 6.49 0.1 7 0.53 0.15 0.53 0.00 0.00 0.00 0.00 0.00 0.00 20.81 10.07 0.13 0.41 0.12 0.41 0.00 0.00 © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 (6.5120] Page 3 of 3 Label Elevation Zone Type Base Flow (ft) (gpm) J-368 305.00 Zone Demand 500.00 J-367 303.00 Zone Demand 0.00 J-362 288.50 Zone Demand 0.00 J-361 308.50 Zone Demand 0.00 J-182 307.00 Zone Demand 0.00 J-1 81 300.50 Zone Demand 0.00 J-178 299.00 Zone Demand 0.00 J-176 301.00 Zone Demand 0.00 J-175 297.00 Zone Demand 0.00 J-171 301.50 Zone Demand 0.00 J-170 301.50 Zone Demand 0.00 J-1 67 300.00 Zone Demand 0.00 J-1 66 297.50 Zone Demand 0.00 J-163 307.50 Zone Demand 0.00 J-162 305.00 Zone Demand 0.00 J-156 302.00 Zone Demand 0.00 J-155 302.00 Zone Demand 0.00 J-153 307.00 Zone Demand 0.00 J-152 305.50 Zone Demand 30.00 J-148 311.00 Zone Demand 0.00 J-147 31 1.50 Zone Demand 30.00 J-146 299.50 Zone Demand 0.00 J-145 300.50 Zone Demand 30.00 J-142 299.00 Zone Demand 30.00 J-141 301 .00 Zone Demand 0.00 J-140 305.00 Zone Demand 30.00 J-136 301 .00 Zone Demand 0.00 J-135 301 .00 Zone Demand 30.00 J-130 300.00 Zone Demand 30.00 J-129 305.50 Zone Demand 0.00 J-128 305.50 Zone Demand . 0.00 J-125 297.50 Zone Demand 0.00 J-124 297.50 Zone Demand 30.00 J-121 304.50 Zone Demand 0.00 J-1 20 305.00 Zone Demand 0.00 J-119 296.00 Zone Demand 0.00 Title: Heart of the Research Valley j:\ 1691 \02\watercad\college station2. wed 06/14/07 09:18:54 AM Pattern Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Scenario: Phase 1 Max Velocity Steady State Analysis Junction Report Demand Calculated Pressure Calculated rlydraulic Grad ~ (psi) (gpm) (ft) 500.00 419.65 49.60 0.00 420.05 50.64 0.00 460.44 74.39 0.00 437.75 55.92 0.00 466.72 69.10 0.00 462.75 70.20 0.00 435.46 59.04 0.00 458.86 68.30 0.00 427.94 56.65 0.00 463.69 70.17 0.00 463.69 70.17 0.00 424.75 53.97 0.00 421.34 53.58 0.00 445.49 59.70 0.00 439.02 57.99 0.00 455.57 66.44 0.00 454.32 65.90 0.00 446.71 60.45 30.00 446.70 61 .09 0.00 439.82 55.74 30.00 439.82 55.52 0.00 424.74 54.19 30.00 424.74 53.75 30.00 439.00 60.57 0.00 434.1 6 57.61 30.00 434.15 55.88 0.00 433.01 57.11 30.00 433.00 57.11 30.00 424.74 53.97 0.00 436.06 56.49 0.00 436.06 56.49 0.00 423.13 54.35 30.00 423.12 54.35 0.00 435.50 56.68 0.00 433.09 55.42 0.00 41 6.25 52.02 Bury & Partners f(fL( ((f)W J -g 2--y J -g--0 30 6 6 ut~~t/V6 © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120] Page 1of3 Label Elevation Zone Type Base Flow (ft) (gpm) J-118 296.00 Zone Demand 30.00 J-117 299.00 Zone Demand 0.00 J-116 299.00 Zone Demand 100.00 J-115 306.50 Zone Demand 0.00 J-114 306.50 Zone Demand 30.00 J-111 313.50 Zone Demand 0.00 J-110 314.00 Zone Demand 30.00 J-109 311 .50 Zone Demand 0.00 J-108 31 1.50 Zone Demand 0.00 J-103 310.50 Zone Demand 0.00 J-102 310.50 Zone Demand 30.00 J-97 308.00 Zone Demand 0.00 J-96 308.00 Zone Demand 0.00 J-95 305.00 Zone Demand 30.00 J-94 301 .00 Zone Demand 0.00 J-93 301 .00 Zone Demand 0.00 J-89 299.00 Zone Demand 0.00 J-88 298.50 Zone Demand 0.00 J-83 297.00 Zone Demand 0.00 J-82 297.00 Zone Demand 1,250.00 J-81 299.50 Zone Demand 0.00 J-80 299.50 Zone Demand 1,250.00 J-79 304.50 Zone Demand 0.00 J-78 304.50 Zone Demand 30.00 J-77 308.50 Zone Demand 0.00 J-67 299.00 Zone Demand 0.00 J-66 299.00 Zone Demand 0.00 J-63 308.00 Zone Demand 0.00 J-62 308.00 Zone Demand 0.00 J-61 299.50 Zone Demand 0.00 J-60 297.00 Zone Demand 0.00 J-57 299.50 Zone Demand 0.00 J-56 291 .50 Zone Demand 0.00 J-55 291 .50 Zone Demand 0.00 J-54 308.50 Zone Demand 0.00 J-53 308.50 Zone Demand 30.00 Title: Heart of the Research Valley j:\1691 \02\watercad\college station2.wcd 06/14/07 09:18:54 AM Pattern Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Scenario: Phase 1 Max Velocity Steady State Analysis Junction Report Demand Calculated Pressure Calculated Hydratilic Grad e (psi) (gpm) (ft) 30.00 416.24 52.02 0.00 417.44 51 .24 100.00 435.46 59.04 0.00 447.73 61 .10 30.00 447.73 61 .10 0.00 442.26 55.71 30.00 442.25 55.49 0.00 440.37 55.75 0.00 440.37 55.75 0.00 439.10 55.64 30.00 439.10 55.64 0.00 444.54 59.08 0.00 444.54 59.08 30.00 429.40 53.82 0.00 452.26 65.44 0.00 452.26 65.44 0.00 439.01 60.58 0.00 439.01 60.79 0.00 416.25 51 .59 1,250.00 410.70 49.19 0.00 408.53 47.17 1,250.00 407.07 46.54 -0.00 435.49 56.67 30.00 435.49 56.67 0.00 437.75 55.92 0.00 424.74 54.40 0.00 424.74 54.40 0.00 435.49 55.16 0.00 435.49 55.16 0.00 439.01 60.36 0.00 439.01 61.44 0.00 424.75 54.19 0.00 435.47 62.29 0.00 435.47 62.29 0.00 437.75 55.92 30.00 437.75 55.92 Bury & Partners © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120) Page 2 of 3 Label Elevation Zone Type Base Flow (ft) (gpm) J-50 307.50 Zone Demand J-49 302.00 Zone Demand J-48 302.00 Zone Demand J-47 307.50 Zone Demand J-46 307.50 Zone Demand , J-43 299.50 Zone Demand J-41 308.50 Zone Demand J-40 308.50 Zone Demand J-39 308.50 Zone Demand J-36 297.50 Zone Demand J-35 297.50 Zone Demand J-34 305.00 Zone Demand J-33 305.00 Zone Demand J-24 301 .50 Zone Demand J-23 301 .50 Zone Demand J-22 302.00 Zone Demand J-20 299.00 Zone Demand J-19 299.00 Zone Demand J-18 304.50 Zone Demand J-17 31 4.00 Zone Demand J-16 314.00 Zone Demand J-15 314.00 Zone Demand J-14 304.50 Zone Demand J-13 304.50 Zone Demand J-12 299.50 Zone Demand J-11 299.50 Zone Demand J-8 302.00 Zone Demand J-7 302.00 Zone Demand J-3 291 .50 Zone Demand J-1 288.50 Zone Demand Title: Heart of the Research Valley j:\1691 \02\watercad\college station2. wed 06f14107 09:18:54 AM 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30 .00 0.00 0.00 Pattern Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Scenario: Phase 1 Max Velocity Steady State Analysis Junction Report Demand Calculated Pressure Calculated ~ydraulic Grad e (psi) (gpm) (ft) 0.00 445.29 59.62 0.00 421.28 51 .60 0.00 421 .04 51.50 0.00 445.16 59.56 0.00 445.06 59.51 0.00 439.01 60.36 0.00 438.05 56.05 0.00 438.22 56.13 0.00 438.14 56.09 0.00 417.05 51 .72 0.00 417.75 52.03 0.00 439.02 57.99 0.00 435.97 56.66 0.00 429.40 55.34 0.00 429.40 55.34 0.00 462.73 69.54 0.00 417.39 51 .22 0.00 417.35 51 .20 0.00 435.50 56.68 0.00 441 .69 55.24 0.00 441.85 55.32 0.00 441.77 55.28 0.00 435.50 56.68 0.00 435.50 56.68 0.00 424.75 54.19 0.00 424.75 54.19 0.00 462.73 69.54 30.00 462.73 69.54 0.00 435.47 62.29 0.00 461 .76 74.96 Bury & Partners © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120] Page 3 of 3 Label Elevation Zone Type Base Flow (ft) (gpm) J-368 305.00 Zone Deman·d 30.00 J-367 303.00 Zone Demand 0.00 J-362 288.50 Zone Demand 0.00 J-361 308.50 Zone Demand 0.00 J-182 307.00 Zone Demand 0.00 J-181 300.50 Zone Demand 0.00 J-178 299.00 Zone Demand 0.00 J-176 301 .00 Zone Demand 0.00 J-175 297.00 Zone Demand 0.00 J-171 301.50 Zone Demand 0.00 J-170 301 .50 Zone Demand 0.00 J-167 300.00 Zone Demand 0.00 J-166 297.50 Zone Demand 0.00 J-163 307.50 Zone Demand 0.00 J-162 305.00 Zone Demand 0.00 J-156 302.00 Zone Demand 0.00 J-155 302.00 Zone Demand 0.00 J-153 307.00 Zone Demand 0.00 J-152 305.50 Zone Demand 30.00 J-148 311 .00 Zone Demand 0.00 J-147 311.50 Zone Demand 30.00 J-146 299.50 Zone Demand 0.00 J-145 300.50 Zone Demand 30.00 J-142 299.00 Zone Demand 30.00 J-141 301.00 Zone Demand 0.00 J-140 305.00 Zone Demand 30.00 J-136 301 .00 Zone Demand 0.00 J-135 301 .00 Zone Demand 30.00 J-130 300.00 Zone Demand 30.00 J-129 305.50 Zone Demand 0.00 J-128 305.50 Zone Demand 1,250.00 J-125 297.50 Zone Demand 0.00 J-124 297.50 Zone Demand 30.00 J-121 304.50 Zone Demand 0.00 J-120 305.00 Zone Demand 0.00 J-119 296.00 Zone Demand 0.00 Title: Heart of the Research Valley j:\1691\02\watercad\college station2.wcd 06/14/07 09:14:55 AM Pattern Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Scenario: Phase 1 Max Velocity Steady State Analysis Junction Report Demand Calculated Pressure Calculated ~ydraulic Grad e (psi) (gpm) (ft) 30.00 443.32 59.85 0.00 443.32 60.71 0.00 465.84 76.72 0.00 440.51 57 .12 0.00 471 .54 71 .19 0.00 467.94 72.44 0.00 440.03 51 .02 0.00 464.41 70.70 0.00 448.49 65.54 0.00 468.78 72.37 0.00 468.78 72.37 0.00 442.08 61.47 0.00 447.12 64.73 0.00 452.28 62 .64 0.00 450.82 63.09 0.00 461 .42 68.97 0.00 460.28 68.48 0.00 453.38 63.33 30.00 453.38 63.98 0.00 441.31 56 .38 30.00 441.30 56 .16 0.00 442.07 61 .68 30.00 442.06 61 .25 30.00 450.BO 65.68 0.00 449.79 64.38 30.00 449.79 62.64 0.00 449.56 64.27 30.00 449.55 64.27 30.00 442.07 61 .47 0.00 440.01 58.20 1,250.00 433.43 55 .35 0.00 447.47 64.89 30.00 447.47 64.88 0.00 440.06 58.65 0.00 440.46 58.61 0.00 445.38 64.63 Bury & Partners © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120] Page 1 of 3 Label Elevation Zone Type Base Flow (ft) (gpm) J-118 296.00 Zone Demand 30.00 J-117 299.00 Zone Demand 0.00 J-116 299.00 Zone Demand 100.00 J-115 306.50 Zone Demand 0.00 J-114 306.50 Zone Demand 30.00 J-111 313.50 Zone Demand 0.00 J-110 314.00 Zone Demand 30.00 J-109 311 .50 Zone Demand 0.00 J-108 311 .50 Zone Demand 1,250.00 J-103 310.50 Zone Demand 0.00 J-102 310.50 Zone Demand 320.00 J-97 308.00 Zone Demand 0.00 J-96 308.00 Zone Demand 0.00 J-95 305.00 Zone Demand 30.00 J-94 301 .00 Zone Demand 0.00 J-93 301.00 Zone Demand 0.00 J-89 299.00 Zone Demand 0.00 J-88 298.50 Zone Demand 0.00 J-83 297.00 Zone Demand 0.00 J-82 297.00 Zone Demand 0.00 J-81 299.50 Zone Demand 0.00 J-80 299.50 Zone Demand 0.00 J-79 304.50 Zone Demand 0.00 J-78 304.50 Zone Demand 30.00 J-77 308.50 Zone Demand 0.00 J-67 299.00 Zone Demand 0.00 J-66 299.00 Zone Demand 0.00 J-63 308.00 Zone Demand 0.00 J-62 308.00 Zone Demand 0.00 J-61 299.50 Zone Demand 0.00 J-60 297.00 Zone Demand 0.00 J-57 299.50 Zone Demand 0.00 J-56 291 .50 Zone Demand 0.00 J-55 291 .50 Zone Demand 0.00 J-54 308.50 Zone Demand 0.00 J-53 308.50 Zone Demand 30.00 Title: Heart of the Research Valley j:\ 1691 \02\watercad\colle9e station2.wcd 06/14/07 09:14:55AM Pattern Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Scenario: Phase 1 Max Velocity Steady State Analysis Junction Report Demand Calculated Pressure Calculated rlydraulic Grad ~ (psi) (g pm) (ft) 30.00 445.37 64.63 0.00 446.34 63.75 100.00 440.03 61 .02 0.00 454.31 63.95 30.00 454.30 63.95 0.00 445.57 57.14 30.00 445.56 56.92 0.00 441 .60 56.29 1,250.00 435.28 53.55 0.00 440.92 56.43 320.00 440.48 56.24 0.00 450.29 61 .56 0.00 450.29 61.56 30.00 441 .12 58.89 0.00 458.42 68.11 0.00 458.42 68.11 0.00 450.81 65.68 0.00 450.80 65.89 0.00 445.38 64.20 0.00 445.38 64.20 0.00 446.34 63.53 0.00 446.34 63.53 0.00 440.06 58.65 30.00 440.05 58.65 0.00 440.51 57.12 0.00 442.07 61 .90 0.00 44207 61.90 0.00 440.05 57.13 0.00 440.05 57.13 0.00 450.81 65.46 0.00 450.81 66.55 0.00 442.07 61 .68 0.00 440.03 64.26 0.00 440.03 64.26 0.00 440.51 57 .11 30.00 440.51 57.11 Bury & Partners © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 (6.5120] Page 2 of 3 Label Elevation Zone Type Base Flow (ft) (gpm) J-50 307.50 Zone Demand J-49 302.00 Zone Demand J-48 302.00 Zone Demand J-47 307.50 Zone Demand J-46 307.50 Zone Demand J-43 299.50 Zone Demand J-41 308.50 Zone Demand J-40 308.50 Zone Demand J-39 308.50 Zone Demand J-36 297.50 Zone Demand J-35 297.50 Zone Demand J-34 305.00 Zone Demand J-33 305.00 Zone Demand J-24 301 .50 Zone Demand J-23 301 .50 Zone Demand J-22 302.00 Zone Demand J-20 299.00 Zone Demand J-19 299.00 Zone Demand J-1 8 304.50 Zone Demand' J-1 7 314.00 Zone Demand J-16 314.00 Zone Demand J-15 314.00 Zone Demand J-14 304.50 Zone Demand J-13 304.50 Zone Demand J-12 299.50 Zone Demand J-11 299.50 Zone Demand J-8 302.00 Zone Demand J-7 302.00 Zone Demand J-3 291 .50 Zone Demand J-1 288.50 Zone Demand Title: Heart of the Research Valley j:\1691 \02\watercad\college station2.wcd 06/14/07 09:14:55 AM 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00 0.00 0.00 Pattern Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Scenario: Phase 1 Max Velocity Steady State Analysis Junction Report Demand Calculated Pressure Calculated ~ydraulic Grad (psi) (gpm) (ft) 0.00 451 .87 62.46 0.00 443.01 61.01 0.00 443.07 61 .03 0.00 451 .58 62.34 0.00 451 .38 62.25 0.00 450.81 65.46 0.00 440.60 57.15 0.00 440.65 57.18 0.00 440.63 57.16 0.00 445.38 63.98 0.00 444.91 63.78 0.00 450.82 63.09 0.00 450.19 62.82 0.00 441.13 60.41 0.00 441 .13 60.41 0.00 467.91 71.78 0.00 446.21 63.69 0.00 446.11 63.65 0.00 440.06 58.65 0.00 444.37 56.40 0.00 444.72 56.56 0.00 444.54 56.48 0.00 440.06 58.65 0.00 440.06 58.65 0.00 442.07 61 .68 0.00 442.07 61 .68 0.00 467.91 71.78 30.00 467.91 71 .78 0.00 440.04 64.27 0.00 467.03 77.24 Bury & Partners © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 (6.5120] Page 3 of 3 ETD Report Bury+Partners-Houston, Inc. ETD Report Cu rrent Period: 6/9/2007 To 7 /13/2007 7012701 Premium Outlet Mall Pr incipal: Hamilt on, David A Project Ma nager: Boozer, Bob D Fee Current Contract Phase Name Type Earnings ETD TTD Billed Amount 00 Preliminary Engineering H $0 $0 $0 $0 10 Preliminary Plat L $0 $10,202 $9,250 $9,250 20 Final Plat L $0 $21,902 $9,000 $9,000 40 CSF 2-TxDOT Coordination L $0 $5,324 $4,500 $4,500 41 CSF 2-Categorical Exclusion L $0 $15,716 $12,710 $20,500 42 CSF 2-Right-of-Way Map L $3,166 $10,629 $6,555 $6,900 43 CSF 2-Constr Docs-TxDOT L $0 $106,360 $101,882 $109,550 44 CSF 3-Addtl TxDOT Coordination L $0 $2,531 $5,070 $6,500 45 CSF 3-Road way Lighting Design L $0 $6,000 $7,198 $11,800 46 CSF 3-Right Turn Lane L $0 $0 $0 $19,750 47 CSF 3-Addtl Cypresswood Design L $0 $1,434 $2,387 $5,425 48 CSF 3-New Left Turn Lane L $4,022 $8,402 $0 $7,500 50 Construction Documents L $38 $197,452 $165,000 $165,000 51 Agency Approvals/Permit Coord H $62 $11,004 $10,787 $6,000 52 CSF 3-Relocation of Fiber Optics L $375 $10,142 $2,475 $22,500 53 CSF 3-Addtl Agency Appr/Permitting L $0 $1,458 $4,275 $7,500 60 Modeling Water Distribution System L $0 $9,571 $1 1,000 $11,000 70 Construction Phase Services L $452 $16,460 $11,600 $20,000 71 Construction Observation Services H $0 $465 $66 $20,000 72 CSF 2-Constr Ph Svcs-TxDOT H $0 $750 $750 $4,500 88 Project Ass istance/Coordination H $1,875 $22,813 $17,428 $5,000 89 Reimbursables R $398 $39,481 $37,913 $2,500 93 CSF 3-Addtl Surveying L $0 $1,842 $2,221 $3,525 94 Topographic Survey L $0 $29,678 $19,500 $19,500 95 CSF 2-Survey Work L $0 $1,808 $3,500 $3,500 98 TRACKING ONLY H $40 $5,431 $0 $0 Sales Tax $0 Non-Phase Specific Fees $0 TOTALS $10,428 $536,855 $445,067 $50i,200 ( ~~~R_u_n_A~n_o_th_e_r~R_e_p_o_r_t~_,) ~(~~V_ie_w~R_e~po~rt~in~W_o_r_d~____,,) NOTE: Grayed rows represent inactive phases. Data current as of 6/22/2007 2:01:06 AM Need Help7 http://bpinet5b//databases/sema4/etd.aspx Page 1 of 1 Percent Contract Billed Rem aining Billed -ETD 0 % $0 $0 100 % $0 -$952 100 % $0 -$12,902 100 % $0 -$824 62 % $7,790 -$3,006 95 % $345 -$4,074 93 % $7,668 -$4,478 78 % $1,430 $2,539 61 % $4,602 $1,198 0 % $19,750 $0 44 % $3,038 $953 0 % $7,500 -$8,402 100 % $0 -$32,452 180 % -$4,787 -$217 11 % $20,025 -$7,667 57 % $3,225 $2,817 100 % $0 $1,429 58 % $8,400 -$4,860 0 % $19,934 -$399 17 % $3,750 $0 349 % -$12,428 -$5,385 1,517 % -$35,413 -$1,568 63 % $1,304 $379 100 % $0 -$10,178 100 % $0 $1,692 0 % $0 -$5,431 $0 $0 89 % $56,133 -$91.788 6/22/2007 Label Length Diameter Material Hazen- (ft) (in) Williams c -- P-393 49.00 ~ );:>vc 150.0 P-392 223.00 8.0 PVC 150.0 P-391 25.00 8.0 PVC 150.0 P-390 162.00 8.0 PVC 150.0 P-389 162.00 10.0 PVC 150.0 P-388 7.00 8.0 PVC 150.0 P-374 31 .00 12.0 PVC 150.0 P-373 1.00 48.0 PVC 150.0 P-367 62.00 12.0 PVC 150.0 P-366 65.00 12.0 PVC 150.0 P-365 137.00 10.0 PVC 150.0 P-364 8.00 6.0 PVC 150.0 P-363 6.00 10.0 PVC 150.0 P-359 88.00 8.0 PVC 150.0 P-358 20.00 8.0 PVC 150.0 P-347 6.00 6.0 PVC 150.0 P-346 3.00 6.0 PVC 150.0 P-345 66.00 8.0 PVC 150.0 P-344 3.00 8.0 PVC 150.0 P-343 32 .00 10.0 PVC 150.0 P-342 5.00 10.0 PVC 150.0 P-340 73.00 8.0 PVC 150.0 P-339 42.00 10.0 PVC 150.0 P-338 73.00 10.0 PVC 150.0 P-337 31 .00 8.0 PVC 150.0 P-336 123.00 8.0 PVC 150.0 P-335 12.00 8.0 PVC 150.0 P-334 115.00 8.0 PVC 150.0 P-330 21.00 8.0 PVC 150.0 P-329 74.00 12.0 PVC 150.0 P-328 196.00 12.0 PVC 150.0 P-323 2.00 8.0 PVC 150.0 P-322 2.00 8.0 PVC 150.0 P-319 21.00 10.0 PVC 150.0 P-318 6.00 10.0 PVC 150.0 Title: Heart of the Research Valley j:\1691 \02\watercad\college station2.wcd 06/14/07 09: 13:08 AM Check Valve? false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false Minor Control Loss Status Coefficien 1.28 Open 0.10 Open 0.35 Open 0.35 Open 0.20 Open 0.00 Open 0.00 Open 0.00 Open 0.20 Open 0.00 Open 0.35 Open 1.38 Open 0.35 Open 0.20 Open 0.35 Open 0.00 Open 0.35 Open 0.35 Open 0.00 Open 0.35 Open 0.05 Open 0.35 Open 0.35 Open 0.10 Open 0.35 Open 0.05 Open 0.35 Open 0.35 Open 0.80 Open 0.35 Open 0.35 Open 1.48 Open 1.48 Open 0.55 Open 0.35 Open ---····-·· . ·-- Scenario: Phase 1 Max Velocity Steady State Analysis Pipe Report Discharge l pstream StructL.li oownstream Structu e>ressure (gpm) Hydraulic Grade Hydraulic Grade Pipe (ft) (ft) Headlos~ (ft) 30.00 443.32 443.32 0.00 -686.89 443.32 444.91 1.59 -656.89 443.07 443.32 0.26 -596.89 441 .13 442.08 0.95 -100.00 440.04 440.05 0.01 0.00 450.81 450.81 0.00 3,400.00 472.12 471 .54 0.58 3,400.00 307.00 307.00 0.00 3,370.00 465.84 464.41 1.43 3,370.00 467.03 465.84 1.20 813.11 440.51 440.01 0.50 30.00 440.51 440.51 0.00 843.11 440.60 440.51 0.09 -716.89 445.38 446.11 0.73 -30.00 445.38 445.38 0.00 0.00 450.81 450.81 0.00 30.00 450.81 450.81 0.00 -60.00 442.07 442.08 0.01 -60.00 442.07 442.07 0.00 436.89 440.06 440.01 0.05 -130.00 440.06 440.06 0.00 -30.00 445.38 445.38 0.00 -1,163.11 440.92 441 .31 0.39 -843.11 440.65 440.92 0.27 716.89 447.47 447.12 0.35 746.89 448.49 447.47 1.02 -776.89 449.56 449.79 0.24 -746.89 448.49 449.56 1.06 30.00 442.07 442.07 0.00 -3,370.00 458.42 460.28 1.86 -3,370.00 454.31 458.42 4.11 30.00 450.82 450.82 0.00 -806.89 450.19 450.82 0.63 -100.00 440.03 440.03 0.00 -100.00 440.03 440.03 0.00 Bury & Partners Head loss Velocity Gradient (tus) (fl/1000ft) 0.04 0.19 7.12 4.38 10.26 4.19 5.88 3.81 0.07 0.41 0.00 0.00 18.75 9.65 0.03 0.60 23.03 9.56 18.45 9.56 3.66 3.32 0.40 0.34 14.19 3.44 8.30 4.58 0.03 0.19 0.00 0.00 0.30 0.34 0.09 0.38 0.08 0.38 1.56 1.78 0.15 0.53 0.02 0.19 9.17 4.75 3.70 3.44 11.24 4.58 8.31 4.77 19.92 4.96 9.24 4.77 0.04 0.19 25.16 9.56 20.98 9.56 0.44 0.19 314.16 5.15 0.14 0.41 0.22 0.41 © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120] Page 1 of 3 Label Length P ia mete Material Hazen- (ft) (in) Williams c P-316 118.00 10.0 PVC 150.0 P-315 165.00 10.0 PVC 150.0 P-314 28.00 10.0 PVC 150.0 P-313 27.00 8.0 PVC 150.0 P-309 24.00 12.0 PVC 150.0 P-30B 35.00 12.0 PVC 150.0 P-307 62.00 10.0 PVC 150.0 P-306 25.00 10.0 PVC 150.0 P-295 1B.OO 12.0 PVC 150.0 P-294 120.00 12.0 PVC 150.0 P-287 3.00 8.0 PVC 150.0 P-286 BB.OD 8.0 PVC 150.0 P-285 49.00 12.0 PVC 150.0 P-283 90.00 10.0 PVC 150.0 P-282 25.00 10.0 PVC 150.0 P-281 21 .00 10.0 PVC 150.0 P-276 23.00 8.0 PVC 150.0 P-269 10.00 10.0 PVC 150.0 P-131 41 .00 6.0 PVC 150.0 P-130 20.00 6.0 PVC 150.0 P-129 73.00 8.0 PVC 150.0 P-123 40.00 6.0 PVC 150.0 P-122 50.00 6.0 PVC 150.0 P-1 19 1B.OO 6.0 PVC 150.0 P-1 17 B.00 6.0 PVC 150.0 P-1 16 36.00 6.0 PVC 150.0 P-114 11 .00 6.0 PVC 150.0 P-108 4.00 8.0 PVC 150.0 P-107 5.00 8.0 PVC 150.0 P-106 4.00 6.0 PVC 150.0 P-105 140.00 8.0 PVC 150.0 P-1 03 112.00 6.0 PVC 150.0 P-100 28.00 6.0 PVC 150.0 P-99 4.00 8.0 PVC . 150.0 P-76 4.00 8.0 PVC 150.0 Title: Heart of the Research Valley j:\1691 \02\watercadlcollege station2. wed 06/14/07 09:13:08 AM Check Valve? false false false false false false false false false false false false false false false false false false false false false false false false false false false false false fa lse false false false false false Minor Control Loss Status coefficien 0.00 Open 0.35 Open 0.10 Open 0.35 Open 0.35 Open 0.35 Open 0.35 Open 0.35 Open 0.35 Open 0.35 Open 0.35 Open 0.35 Open 0.00 Open 0.35 Open 0.35 Open 0.35 Open 0.35 Open 0.10 Open 0.00 Open 1.48 Open 1.63 Open 1.28 Open 1.28 Open 1.28 Open 1.28 Open 0.20 Open 0.10 Open 1.48 Open 0.10 Open 0.00 Open 0.10 Open 0.80 Open 2.08 Open 0.20 Open 0.00 Open Scenario: Phase 1 Max Velocity Steady State Analysis Pipe Report Discharge l pstream Structlli !flwnstream Structu e>ressure (gpm) Hydraulic Grade Hydraulic Grade Pipe (ft) (ft) Head loss (ft) -100.00 440.03 440.04 0.01 -2 ,4 73.11 445.57 450.29 4.73 -2 ,443.11 444.72 445.57 0.85 -806.89 449.79 450.19 0.40 -3,340.00 453.38 454.31 0.92 -3 ,310.00 452.28 453.38 1.10 100.00 440.06 440.05 0.01 130.00 440.06 440.06 0.00 3,400.00 468.78 467.94 O.B4 3,400.00 471 .54 468.78 2.76 716.89 446.34 446.21 0.14 716.B9 447.12 446.34 0.78 3.370.00 467.94 467.03 0.90 -2 ,443.11 441 .60 444.37 2.77 -1 ,193.11 441.31 441 .60 0.29 -2,473.11 450.29 451 .38 1.09 -60.00 442.07 442.07 0.00 -2 ,473.11 451 .87 452.2B 0.41 30.00 450.80 450.80 0.00 -30.00 450.80 450.81 0.00 -836.B9 450.82 452.28 1.46 -30.00 449.79 449.79 0.01 -30.00 453.38 453.38 0.01 -0.00 445.38 445.38 0.00 0.00 442.07 442.07 0.00 30.00 440.51 440.51 0.00 -30.00 442.07 442.07 0.00 -686.89 444.91 445.38 0.47 656.89 443.07 443.01 0.06 -30.00 441 .13 441 .13 0.00 -656.89 442.08 443.01 0.93 30.00 450.82 450.81 0.01 0.00 446.34 446.34 0.00 -716.89 446.11 446.21 0.10 -30.00 467.91 467.91 0.00 Bury & Partners Head loss Velocity Gradient (ft/s) (ft/1 OOOft) 0.07 0.41 28.64 10.10 30.24 9.98 14.76 5.15 3B.47 9.47 31 .54 9.39 O.OB 0.41 0.17 0.53 46.84 9.65 22.97 9.65 45.49 4.58 6.86 4.58 16.45 9.56 30.73 9.96 11 .72 4.87 51 .69 10.10 0.11 0.3B 41 .13 10.10 0.09 0.34 0.22 0.34 19.97 5.34 0.14 0.34 0.13 0.34 0.00 0.00 0.00 0.00 0.10 0.34 0.10 0.34 117.42 4.38 11 .90 4.19 0.0B 0.34 6.63 4.19 0.10 0.34 0.00 0.00 23.82 4.58 0.02 0.19 © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120) Page 2 of 3 Label Length Diameter Material Hazen- (ft) (in) Williams c P-75 292.00 6.0 PVC 150.0 P-74 1.00 8.0 PVC 150.0 P-67 121 .00 6.0 PVC 150.0 P-53 28.00 6.0 PVC 150.0 P-52 29.00 6.0 PVC 150.0 P-51 36.00 6.0 PVC 150.0 P-50 27.00 6.0 PVC 150.0 P-49 27.00 6.0 PVC 150.0 P-48 26.00 6.0 PVC 150.0 P-47 17.00 6.0 PVC 150.0 P-46 7.00 6.0 PVC 150.0 P-45 31.00 6.0 PVC 150.0 P-44 43.00 6.0 PVC 150.0 P-34 47.00 6.0 PVC 150.0 P-33 25.00 6.0 PVC 150.0 P-32 136.00 8.0 PVC 150.0 P-31 28.00 8.0 PVC 150.0 P-28 17.00 6.0 PVC 150.0 P-25 58.00 12.0 PVC 150.0 P-24 5.00 10.0 PVC 150.0 P-23 5.00 10.0 PVC 150.0 P-22 4.00 10.0 PVC 150.0 P-21 4.00 10.0 PVC 150.0 P-20 5.00 10.0 PVC 150.0 P-19 5.00 10.0 PVC 150.0 P-1 8 4.00 100 PVC 150.0 P-17 5.00 10.0 PVC 150.0 P-16 30.00 6.0 PVC 150.0 P-15 25.00 6.0 PVC 150.0 P-14 25.00 6.0 PVC 150.0 P-9 158.00 12.0 PVC 150.0 P-5 8.00 10.0 PVC 150.0 P-3 1000 10.0 PVC 150.0 P-1 27.00 6.0 PVC 150.0 Title: Heart of the Research Valley j:\1691\02\watercadlcolle9e station2.wcd 06/14/07 09:13:08 AM Check Valve? false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false Minor Control Loss Status k::oefficien 0.00 Open 0.00 Open 1.28 Open 1.28 Open 1.28 Open 1.28 Open 1.28 Open 1.28 Open 1.28 Open 1.28 Open 0.00 Open 0.00 Open 1.63 Open 1.28 Open 0.00 Open 0.00 Open 1.28 Open 0.00 Open 0.05 Open 0.10 Open 0.05 Open 0.05 Open 0.05 Open 0.05 Open 0.05 Open 0.05 Open 0.05 Open 1.28 Open 1.28 Open 1.28 Open 0.05 Open 0.20 Open 0.20 Open 1.28 Open Scenario: Phase 1 Max Velocity Steady State Analysis Pipe Report Discharge l pstream Structlli rownstream Structu e>ressure (gpm) Hydraulic Grade Hydraulic Grade Pipe (ft) (ft) Headlos~ (ft) -30.00 467.91 467.94 0.03 -30.00 467.91 467.91 0.00 0.00 468.78 468.78 0.00 -30.00 445.37 445.38 0.00 -30.00 447.47 447.47 0.00 -30.00 449.55 449.56 0.01 -30.00 454.30 454.31 0.00 -30.00 445.56 445.57 0.00 -320.00 --440.48 440.92 0.44 -30.00 440.05 440.06 0.00 -30.00 440.51 440.51 0.00 -30.00 442.07 442.07 0.00 -30.00 442.06 442.07 0.01 -30.00 441.30 441 .31 0.01 30.00 441.13 441.12 0.00 566.89 441 .13 440.46 0.67 566.89 440.46 440.06 0.40 -0.00 446.34 446.34 0.00 -3,370.00 460.28 461.42 1.14 -2,473.11 451.58 451 .87 0.28 -2,473.11 451 .38 451 .58 0.21 -2,443.11 444.54 444.72 0.18 -2,443.11 444.37 444.54 0.18 -843.11 440.63 440.65 0.03 -843.11 440.60 440.63 0.03 -130.00 440.06 440.06 0.00 -130.00 440.06 440.06 0.00 -1,250.00 ~ 433.43 440.01 6.58 0.00 458.42 458.42 0.00 0.00 450.29 450.29 0.00 -3,370.00 461.42 464.41 2.99 100.00 440.03 440.03 0.00 100.00 440.05 440.05 0.00 -1,250.00 '&--435.28 441.60 6.32 Bury & Partners Head loss Velocity Gradient (fVs) (fV1000ft) 0.09 0.34 0.03 0.19 0.00 0.00 0.17 0.34 0.17 0.34 0.15 0.34 0.17 0.34 0.17 0.34 16.97 3.63 0.22 0.34 0.08 0.34 0.09 0.34 0.15 0.34 0.14 0.34 0.09 0.34 4.90 3.62 14.19 3.62 0.00 0.00 19.67 9.56 56.98 10.10 41 .13 10.10 44.04 9.98 44.04 9.98 5.29 3.44 5.29 3.44 0.16 0.53 0.15 0.53 219.29 14.18 0.00 0.00 0.00 0.00 18.90 9.56 0.13 0.41 0.12 0.41 234.10 14.18 © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120] Page 3 of 3 Label Elevation Zone Type, Base Flow (ft) (gpm) J-368 305.00 Zone Demand 30.00 J-367 303.00 Zone Demand 0.00 J-362 288.50 Zone Demand 0.00 J-361 308.50 Zone Demand 0 00 J-182 307.00 Zone Demand 0.00 J-181 300.50 Zone Demand 0.00 J-178 299.00 Zone Demand 0.00 J-176 301 .00 Zone Demand 0.00 J-175 297.00 Zone Demand 0.00 J-171 301.50 Zone Demand 0.00 J-170 301 .50 Zone Demand 0.00 J-167 300.00 Zone Demand 0.00 J-166 297.50 Zone Demand 0.00 J-163 307.50 Zone Demand 0.00 J-162 305.00 Zone Demand 0.00 J-156 302.00 Zone Demand 0.00 J-155 302.00 Zone Demand 0.00 J-153 307.00 Zone Demand 0.00 J-152 305.50 Zone Demand 30.00 J-148 311 .00 Zone Demand 0.00 J-147 311.50 Zone Demand 30.00 J-146 299.50 Zone Demand 0.00 J-145 300.50 Zone Deman.d 30.00 J-142 299.00 Zone Demand 30.00 J-141 301 .00 Zone Demand 0.00 J-140 305.00 Zone Demand 30.00 J-136 301 .00 Zone Demand 0.00 J-135 301 .00 Zone Demand 30.00 J-130 300.00 Zone Demand 30.00 J-129 305.50 Zone Demand 0.00 J-128 305.50 Zone Demand 1,250.00 J-125 297.50 Zone Demand 0.00 J-124 297.50 Zone Demand 30.00 J-121 304.50 Zone Demand 0.00 J-120 305.00 Zone Demand 0.00 J-119 296.00 Zone Demand 0.00 Title: Heart of the Research Valley j:\1691 \02\watercad\college station2.wcd 06/14/07 09:14:55 AM Pattern Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed ...._....... Fixed Fixed Fixed Fixed Fixed Scenario: Phase 1 Max Velocity Steady State Analysis Junction Report Demand Calculated Pressure Calculated ~ydraulic Grad ~ (psi) (gpm) (ft) 30.00 443.32 59.85 0.00 443.32 60.71 0.00 465.84 76.72 0.00 440.51 57.12 0.00 471.54 71.19 0.00 467.94 72.44 0.00 440.03 51 .02 0.00 464.41 70.70 0.00 448.49 55.54 0.00 468.78 72.37 0.00 468.78 72.37 0.00 442.08 61.47 0.00 447.12 64.73 0.00 452.28 62.64 0.00 450.82 63.09 0.00 461.42 68.97 0.00 460.28 68.48 0.00 453.38 53.33 30.00 453.38 53.98 0.00 441.31 56.38 30.00 441 .30 56.16 0.00 442.07 61 .68 30.00 442.06 61 .25 30.00 450.80 65.68 0.00 449.79 64.38 30.00 449.79 62.64 0.00 449.56 64.27 30.00 449.55 64.27 30.00 442.07 61.47 0.00 440.01 58.20 1,250.00 433.43 55.35 0.00 447.47 64.89 30.00 447.47 64.88 0.00 440.06 58.65 0.00 440.46 58.61 0.00 445.38 64.63 Bury & Partners FULf ("LOuJ ~-~26 -r-j-(0~ © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 (6.5120] Page 1 of 3 Label Elevation Zone Type Base Flow (ft) (gpm) J-118 296.00 Zone Demand 30.00 J-117 299.00 Zone Demand 0.00 J-116 299.00 Zone Demand 100.00 J-115 306.50 Zone Demand 0.00 J-114 306.50 Zone Demand 30.00 J-111 313.50 Zone Demand 0.00 J-110 314.00 Zone Demand 30.00 J-109 311 .50 Zone Demand 0.00 J-108 311 .50 Zone Demand 1,250.00 J-103 310.50 Zone Demand 0.00 J-102 310.50 Zone Demand 320.00 J-97 308.00 Zone Demand 0.00 J-96 308.00 Zone Demand 0.00 J-95 305.00 Zone Demand 30.00 J-94 301 00 Zone Demand 0 00 J-93 301 .00 Zone Demand 0.00 J-89 299.00 Zone Demand 0.00 J-88 298.50 Zone Demand 0.00 J-83 297.00 Zone Demand 0.00 J-82 297.00 Zone Demand 0.00 J-81 299.50 Zone Demand, 0.00 J-80 299.50 Zone Demand 0.00 J-79 304.50 Zone Demand 0.00 J-78 304.50 Zone Demand 30.00 J-77 308.50 Zone Demand 0.00 J-67 299.00 Zone Demand 0 00 J-66 299.00 Zone Demand 0.00 J-63 308.00 Zone Demand 0.00 J-62 308.00 Zone Demand 0.00 J-61 299.50 Zone Demand 0.00 J-60 297.00 Zone Demand 0.00 J-57 299.50 Zone Demand 0.00 J-56 291 .50 Zone Demand 0.00 J-55 291.50 Zone Demand 0.00 J-54 308.50 Zone Demand 0.00 J-53 308.50 Zone Demand 30.00 Title: Heart of the Research Valley j:\1691 \02\watercad\colle9e station2.wcd 06/14/07 09:14:55AM Pattern Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed ~ Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Scenario: Phase 1 Max Velocity Steady State Analysis Junction Report Demand Calculated Pressure Calculated ~ydraulic Grad ~ (psi) (gpm) (ft) 30.00 445.37 64.63 0.00 446.34 63.75 100.00 440.03 61 .02 0.00 454.31 63.95 30.00 454.30 63.95 0.00 445.57 57.14 30.00 445.56 56.92 0.00 441 .60 56.29 1,250.00 435.28 53.55 0.00 440.92 56.43 320.00 440.48 56.24 0.00 450.29 61 .56 0.00 450.29 61.56 30.00 441.12 58.89 000 458.42 68.11 0.00 458.42 68.11 0.00 450.81 65.68 0.00 450.80 65.89 0.00 445.38 64.20 0.00 445.38 64.20 0.00 446.34 63.53 0.00 446.34 63.53 0.00 440.06 58.65 30.00 440.05 58.65 0.00 440.51 57.12 0.00 442.07 61.90 0.00 442.07 61 .90 0.00 440.05 57 .13 0.00 440.05 57.13 0.00 450.81 65.46 0.00 450.81 66.55 0.00 442.07 61.68 0.00 440.03 64.26 0.00 440.03 64.26 0.00 440.51 57.11 30.00 440.51 57.11 Bury & Partners © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 (6.5120] Page 2 of 3 Label Elevation Zone Type Base Flow (ft) (gpm) J-50 307.50 Zone Demand J-49 302.00 Zone Demand J-48 302.00 Zone Demand J-47 307.50 Zone Demand J-46 307.50 Zone Demand J-43 299.50 Zone Demand J-41 308.50 Zone Demand J-40 308.50 Zone Demand J-39 308.50 Zone Demand J-36 297.50 Zone Demand J-35 297.50 Zone Demand J-34 305.00 Zone Demand J-33 305.00 Zone Demand J-24 301 .50 Zone Demand J-23 301 .50 Zone Demand J-22 302.00 Zone Demand J-20 299.00 Zone Demand J-19 299.00 Zone Demand J-1 8 304.50 Zone Demand J-17 314.00 Zone Demand J-16 314.00 Zone Demand J-15 314.00 Zone Demand J-1 4 304.50 Zone Demand J-13 304.50 Zone Demand J-12 299.50 Zone Demand J-11 299.50 Zone Demand J-8 302.00 Zone Demand J-7 302.00 Zone Demand J-3 291 .50 Zone Demand J-1 288.50 Zone Demand Title: Heart of the Research Valley j:\1691 \02\watercad\college station2.wcd 06/14/07 09:14:55 AM 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00 0.00 0.00 Pattern Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Scenario: Phase 1 Max Velocity Steady State Analysis Junction Report Demand Calculated Pressure Calculated rlydraulic Grad ~ (psi) (gpm) (ft) 0.00 451 .87 62.46 0.00 443.01 61 .01 0.00 443.07 61 .03 0.00 451 .58 62.34 0.00 451 .38 62.25 0.00 450.81 65.46 0.00 440.60 57.15 0.00 440.65 57.18 0.00 440.63 57.16 0.00 445.38 63.98 0.00 444.91 63.78 0.00 450.82 63.09 0.00 450.19 62.82 0.00 441 .13 60.41 0.00 441 .13 60.41 0.00 467.91 71 .78 0.00 446.21 63.69 0.00 446.11 63.65 0.00 440.06 58.65 0.00 444.37 56.40 0.00 444.72 56.56 0.00 444.54 56.48 0.00 440.06 58.65 0.00 440.06 58.65 0.00 442.07 61 .68 0.00 442.07 61.68 0.00 467.91 71.78 30.00 467.91 71.78 0.00 440.04 64.27 0.00 467 03 77.24 Bury & Partners © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120] Page 3 of 3 Label Length Diameter Material Hazen- (ft) (in) William~ c P-393 49.00 6.0 PVC 150.0 P-392 223.00 8.0 PVC 150.0 P-391 25.00 8.0 PVC 150.0 P-390 162.00 8.0 PVC 150.0 P-389 162.00 10.0 PVC 150.0 P-388 7.00 8.0 PVC 150.0 P-387 170.00 8.0 PVC 150.0 P-385 124.00 8.0 PVC 150.0 P-384 11 .00 6.0 PVC 150.0 P-383 25.00 6.0 PVC 150.0 P-376 32.00 8.0 PVC 150.0 P-375 1.00 48.0 PVC 150.0 P-374 31.00 12.0 PVC 150.0 P-373 1.00 48.0 PVC 150.0 P-371 149.00 8.0 PVC 150.0 P-370 10.00 8.0 PVC 150.0 P-369 26.00 6.0 PVC 150.0 P-368 33.00 6.0 PVC 150.0 P-367 62.00 12.0 PVC 150.0 P-366 65.00 12.0 PVC 150.0 P-365 137.00 10.0 PVC 150.0 P-364 8.00 6.0 PVC 150.0 P-363 6.00 10.0 PVC 150.0 P-362 28.00 8.0 PVC 150.0 P-361 75.00 6.0 PVC 150.0 P-360 18.00 8.0 PVC 150.0 P-359 88.00 8.0 PVC ' 150.0 P-358 20.00 8.0 PVC 150.0 P-357 112.00 8.0 PVC 150.0 P-356 31 .00 8.0 PVC 150.0 P-355 36.00 8.0 PVC 150.0 P-353 140.00 8.0 PVC 150.0 P-352 7.00 6.0 PVC 150.0 P-351 10.00 8.0 PVC 150.0 P-350 97.00 8.0 PVC 150.0 Title: Heart of the Research Valley j :\ 1691 \02\watercad\college station2. wed 06/14/07 09:47:02 AM Check Valve? false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false fa lse fa lse false fa lse Minor Control Loss Status K;oefficien 1.28 Open 0.10 Open 0.35 Open 0.35 Open 0.20 Open 0.00 Open 1.28 Open 0.35 Open 0.00 Open 0.20 Open 0.00 Open 0.00 Open 0.00 Open 0.00 Open 0.70 Open 0.35 Open 1.28 Open 1.28 Open 0.20 Open 0.00 Open 0.35 Open 1.38 Open 0.35 Open 0.35 Open 1.33 Open 0.35 Open 0.20 Open 0.35 Open 0.35 Open 0.20 Open 0.35 Open 0.35 Open 0.00 Open 0.20 Open 0.35 Open Scenario: Base Steady State Analysis Pipe Report Discharge l ~pstream Structw ~wnstream Structu (gpm) Hydraulic Grade Hydraulic Grade (ft) (ft) 30.00 482.57 482.56 -642.88 482.57 483.98 -612.88 482.35 482.57 -552.88 480.65 481.48 -1 ,906.33 474.27 476.99 0.00 487.25 487.25 -1,806.33 461.50 471.27 155.66 484.48 484.42 30.00 467.46 467.45 30.00 467.46 467.46 1,649.33 495.61 494.48 1,649.33 295.50 295.50 2,260.67 497.27 497.00 2,260.67 307.00 307.00 -60.00 479.13 479.1 4 0.00 479.13 479.1 3 30.00 479.13 479.12 -30.00 479.12 479.13 2,230.67 494.36 493.70 2,230.67 494.92 494.36 1,413.46 481 .62 480.21 30.00 481 .62 481.62 1,443.46 481 .86 481.62 -1.223.67 449.28 450.1 9 30.00 449.28 449.28 -1, 193.67 448.62 449.28 -517.21 484.39 484.79 125.66 484.40 484.39 -1,403.67 479.16 482.54 -90.00 479.16 479.16 1,806.33 452.22 449.99 -30.00 479.13 479.14 0.00 479.13 479.13 -1,806.33 449.15 449.99 -556.33 448.63 449.1 5 Bury & Partners E>ressure Head loss Velocity Pipe Gradient (fUs) Headlos~ (ft/1 OOOft) (ft) 0.01 0.13 0.34 1.40 6.30 4.10 0.22 8.99 3.91 0.83 5.09 3.53 2.72 16.77 7.79 0.00 0.00 0.00 9.76 57.43 11.53 0.06 0.49 0.99 0.00 0.09 0.34 0.00 0.10 0.34 1.13 35.40 10.53 0.00 0.00 0.29 0.27 8.81 6.41 0.00 0.00 0.40 0.01 0.09 0.38 0.00 0.00 0.00 0.00 0.17 0.34 0.01 0.16 0.34 0.66 10.60 6.33 0.56 8.59 6.33 1.41 10.29 5.77 0.00 0.40 0.34 0.24 40.82 5.90 0.90 32.20 7.81 0.01 0.12 0.34 0.67 36.98 7.62 0.40 4.52 3.30 0.01 0.47 0.80 3.38 30.15 8.96 0.01 0.20 0.57 2.23 61 .96 11.53 0.00 0.02 0.19 0.00 0.00 0.00 0.83 83.17 11.53 0.53 5.44 3.55 © Haestad Methods. Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 f ( ~ \ Project Engineer: Dwayne Shoppa WaterCAD v6.5 (6.5120] Page 1 of 6 Label Length Dia mete Material Hazen- (ft) (in) William~ c P-349 89.00 8.0 PVC 150.0 P-348 30.00 8.0 PVC 150.0 P-347 6.00 6.0 PVC 150.0 P-346 3.00 6.0 PVC 150.0 P-345 66.00 8.0 PVC 150.0 P-344 3.00 8.0 PVC 150.0 P-343 32.00 10.0 PVC 150.0 P-342 5.00 10.0 PVC 150.0 P-340 73.00 8.0 PVC 150.0 P-339 42.00 10.0 PVC 150.0 P-338 73.00 10.0 PVC 150.0 P-337 31.00 8.0 PVC 150.0 P-336 123.00 8.0 PVC 150.0 P-335 12.00 8.0 PVC 150.0 P-334 115.00 8.0 PVC 150.0 P-333 22.00 8.0 PVC 150.0 P-332 106.00 8.0 PVC 150.0 P-330 21 .00 8.0 PVC 150.0 P-329 74.00 12.0 PVC 150.0 P-328 196.00 12.0 PVC 150.0 P-327 29.00 8.0 PVC 150.0 P-326 16.00 8.0 PVC 150.0 P-325 11 .00 8.0 PVC 150.0 P-323 2.00 8.0 PVC 150.0 P-322 2.00 8.0 PVC 150.0 P-321 39.00 8.0 PVC 150.0 P-320 29.00 6.0 PVC 150.0 P-319 21 .00 10.0 PVC 150.0 P-318 6.00 10.0 PVC 150.0 P-316 118.00 10.0 PVC 150.0 P-315 165.00 10.0 PVC 150.0 P-314 28.00 100 PVC 150.0 P-313 27.00 100 PVC 150.0 P-309 24.00 12.0 PVC 150.0 P-308 35.00 12.0 PVC 150.0 Title: Heart of the Research Valley j:\1691102\watercad\college station2.wcd 06/14/07 09:47:02 AM Check Valve? false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false fa lse false false false Minor Contro Loss Status Coefficien 0.35 Open 0.35 Open 0.00 Open 0.35 Open 0.35 Open 0.00 Open 0.35 Open 0.05 Open 0.35 Open 0.35 Open 0.10 Open 0.35 Open 0.05 Open 0.35 Open 0.35 Open 0.35 Open 0.35 Open 0.80 Open 0.35 Open 0.35 Open 0.35 Open 0.35 Open 0.35 Open 1.48 Open 1.48 Open 0.35 Open 0.20 Open 0.55 Open 0.35 Open 0.00 Open 0.35 Open 0.10 Open 0.35 Open 0.35 Open 0.35 Open Scenario: Base Steady State Analysis Pipe Report Discharge l pstream Structlli l!lwnstream Structu (gpm) Hydraulic Grade Hydraulic Grade (ft) (ft) 1,223.67 462.66 460.52 1,253.67 463.65 462.66 0.00 487.25 487.25 30.00 487.25 487.25 -60.00 481.47 481.48 -60.00 481.47 481.47 -1 ,41 3.46 479.74 480.21 -1,936.33 479.61 479.74 125.66 484.42 484.40 -1,473.46 482.75 483.35 -1 ,443.46 482.01 482.75 517.21 485.52 485.33 547.21 486.09 485.52 -577.21 486.68 486.82 -547.21 486.09 486.68 -1,223.67 452.68 453.46 -1 ,223.67 450.19 452.68 30.00 481.47 481.47 -2,230.67 490.93 491 .78 -2,230.67 489.03 490.93 185.66 484.51 484.48 185.66 484.53 484.51 -90.00 479.14 479.14 30.00 487.26 487.26 -607.21 486.90 487.26 -30.00 467.46 467.46 0.00 467.46 467.46 -1,906.33 471 .27 472.11 -100.00 471 .27 471 .27 -1,906.33 472.43 474.27 -1,533.46 485.39 487.33 -1,503.46 485.05 485.39 -607.21 486.82 486.90 -2,200.67 488.61 489.03 -2, 170.67 488.12 488.61 Bury & Partners e>ressure Headloss Velocity Pipe Gradient (fVs) Headlos~ (fV1000ft) (ft) 2.14 24.09 7.81 0.99 32.90 8.00 0.00 0.00 0.00 0.00 0.30 0.34 0.01 0.09 0.38 0.00 0.07 0.38 0.47 14.63 5.77 0.13 25.78 7.91 0.03 0.35 0.80 0.60 14.38 6.02 0.73 10.07 5.90 0.19 6.04 3.30 0.57 4.66 3.49 0.13 11 .21 3.68 0.59 5.16 3.49 0.78 35.43 7.81 2.49 23.49 7.81 0.00 0.04 0.19 0.85 11 .53 6.33 1.90 9.70 6.33 0.03 0.88 1.19 0.02 1.10 1.19 0.00 0.32 0.57 0.00 0.44 0.19 0.36 178.15 3.88 0.00 0.03 0.19 0.00 0.00 0.00 0.85 40.27 7.79 0.00 0.21 0.41 1.84 15.61 7.79 1.93 11 .72 6.26 0.34 12.15 6.14 0.08 3.11 2.48 0.41 17.20 6.24 0.49 14.06 6.16 © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120) Page 2 of6 Label Length Diameter Material Hazen- (ft) (in) Williams c P-307 62.00 10.0 PVC 150.0 P-306 25.00 10.0 PVC 150.0 P-305 134.00 8.0 PVC 150.0 P-304 8.00 8.0 PVC 150.0 P-300 90.00 8.0 PVC 150.0 P-297 61.00 8.0 PVC 150.0 P-296 50.00 8.0 PVC 150.0 P-295 18.00 12.0 PVC 150.0 P-294 120.00 12.0 PVC 150.0 P-292 9.00 8.0 PVC 150.0 P-291 10.00 8.0 PVC 150.0 P-289 83.00 8.0 PVC 150.0 P-288 2.00 8.0 PVC 150.0 P-287 3.00 8.0 PVC 150.0 P-286 88.00 8.0 PVC 150.0 P-285 49.00 12.0 PVC 150.0 P-283 90.00 10.0 PVC 150.0 P-282 25.00 10.0 PVC 150.0 P-281 21 .00 10.0 PVC 150.0 P-276 23.00 8.0 PVC 150.0 P-275 11 9.00 8.0 PVC 150.0 P-274 31 .00 8.0 PVC 150.0 P-269 10.00 10.0 PVC 150.0 P-266 128.00 8.0 PVC 150.0 P-265 18.00 8.0 PVC 150.0 P-131 41.00 6.0 PVC 150.0 P-130 20.00 6.0 PVC 150.0 P-129 73.00 8.0 PVC 150.0 P-128 4.00 6.0 PVC 150.0 P-127 27.00 8.0 PVC 150.0 P-126 32.00 6.0 PVC 150.0 P-125 27.00 8.0 PVC 150.0 P-123 40.00 6.0 PVC 150.0 P-122 50.00 6.0 PVC 150.0 P-121 34.00 6.0 PVC 150.0 Title: Heart of the Research Valley j :\ 1 691 \02\watercad\college station2. wed 06/14/07 09:47:02 AM Check Valve? false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false Minor Control Loss Status ~oefficien 0.35 Open 0.35 Open 0.1 0 Open 0.35 Open 0.35 Open 0.45 Open 0.45 Open 0.35 Open 0.35 Open 0.05 Open 0.35 Open 0.35 Open 0.20 Open 0.35 Open 0.35 Open 0.00 Open 0.35 Open 0.35 Open 0.35 Open 0.35 Open 1.28 Open 1.48 Open 0.10 Open 0.20 Open 0.35 Open 0.00 Open 1.48 Open 1.63 Open 0.20 Open 0.10 Open 1.28 Open 1.48 Open 1.28 Open 1.28 Open 1.28 Open Scenario: Base Steady State Analysis Pipe Report Discharge l pstream Structw ~wnstream Structu (g pm) Hydraulic Grade Hydraulic Grade (ft) (ft) 1.906.33 478.63 477.33 1.936.33 479.37 478.63 1,619.33 492.47 487.72 1,649.33 493.35 492.47 -56.33 448.62 448.63 1.403.67 484.70 482.54 -215.66 484.65 484.70 2,260.67 495.72 495.34 2,260.67 497.00 495.72 56.33 448.62 448.62 1.223.67 460.52 459.98 -215.66 484.57 484.65 -185.66 484.57 484.57 517.21 484.91 484.84 517.21 485.33 484.91 2,230.67 495.34 494.92 -1 .503.46 483.81 484.92 -1.503.46 483.35 483.81 -1 ,533.46 487.33 487.76 -60.00 481.47 481.47 1,253.67 467.46 463.65 -30.00 467.46 467.46 -1 ,533.46 487.96 488.12 1.223.67 459.29 456.49 1.223.67 459.98 459.29 30.00 487.24 487.24 -30.00 487.24 487.25 -637.21 487.26 488.12 30.00 479.12 479.12 -1 .649.33 493.35 494.48 30.00 492.47 492.46 -30.00 479.14 479.14 -30.00 486.81 486.82 -30.00 488.61 488.61 -1 .250.00 ~ 441 .70 448.62 Bury & Partners e>ressure Head loss ~elocity Pipe Gradient (ft/s) Headlos~ (ft/1 OOOft) (ft) 1.30 20.93 7.79 0.74 29.67 7.91 4.75 35.45 10.34 0.89 110.68 10.53 0.01 0.08 0.36 2.16 35.45 8.96 0.05 1.08 1.38 0.38 21.22 6.41 1.28 10.67 6.41 0.00 0.08 0.36 0.54 53.52 7.81 0.08 0.94 1.38 0.01 2.81 1.19 0.07 23.87 3.30 0.42 4.81 3.30 0.42 8.59 6.33 1.11 12.33 6.14 0.46 18.26 6.14 0.43 20.58 6.26 0.00 0.11 0.38 3.81 31.99 8.00 0.00 0.05 0.19 0.17 16.53 6.26 2.80 21 .85 7.81 0.70 38.78 7.81 0.00 0.09 0.34 0.00 0.22 0.34 0.86 11.82 4.07 0.00 0.18 0.34 1.13 41.77 10.53 0.01 0.16 0.34 0.00 0.05 0.19 0.01 0.14 0.34 0.01 0.13 0.34 6.92 203.62 14.18 © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAO vB.5 [6.5120] Page 3 of6 Label Length Diameter Material Hazen- (ft) (in) Williams c P-120 28.00 6.0 PVC 150.0 P-119 18.00 6.0 PVC 150.0 P-117 8.00 6.0 PVC 150.0 P-116 38.00 6.0 PVC 150.0 P-114 11 .00 6.0 PVC 150.0 P-111 4.00 6.0 PVC 150.0 P-110 4 .00 6.0 PVC 150.0 P-109 4 .00 6.0 PVC 150.0 P-108 4.00 8.0 PVC 150.0 P-107 5.00 8.0 PVC 150.0 P-106 4 .00 6.0 PVC 150.0 P-105 140.00 8.0 PVC 150.0 P-103 112.00 6.0 PVC 150.0 P-100 28.00 6.0 PVC 150.0 P-99 4 .00 8.0 PVC 150.0 P-97 9.00 6.0 PVC 150.0 P-96 5.00 8.0 PVC 150.0 P-95 49.00 8.0 PVC 150.0 P-93 48.00 6.0 PVC 150.0 P-92 14.00 6.0 PVC 150.0 P-91 20.00 60 PVC 150.0 P-90 117 .00 6.0 PVC 150.0 P-89 7.00 6 .0 PVC 150.0 P-88 5.00 8.0 PVC 150.0 P-87 26.00 8.0 PVC 150.0 P-84 12.00 8.0 PVC 150.0 P-83 85.00 8.0 PVC 150.0 P-81 30.00 6.0 PVC 150.0 P-80 4.00 8.0 PVC 150.0 P-78 52 .00 8.0 PVC 150.0 P-76 4.00 8.0 PVC 150.0 P-75 292.00 6.0 PVC 150.0 P-74 1.00 8.0 PVC 150.0 P-73 406.00 8.0 PVC 150.0 P-72 36.00 6.0 PVC 150.0 Title: Heart of the Research Valley j:\1691\02\watercad\college station2.wcd 06/14/07 09:47:02 AM Check Valve? false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false Minor Control Loss Status Coefficien 1.28 Open 1.28 Open 1.28 Open 0.20 Open 0.10 Open 0.20 Open 0.20 Open 0.20 Open 1.48 Open 0.10 Open 0.00 Open 0.10 Open 0.80 Open 2.08 Open 0.20 Open 1.48 Open 0.10 Open 0.20 Open 0.20 Open 1.48 Open 0.00 Open 1.48 Open 000 Open 0.10 Open 1.28 Open 1.48 Open 0.10 Open 1.28 Open 0.20 Open 0.20 Open 0.00 Open 0.00 Open 0.00 Open 0.35 Open 0.00 Open Scenario: Base Steady State Analysis Pipe Report Discharge l pstream Structw wwnstream Structu (gpm) Hydraulic Grade Hydraulic Grade (ft) (ft) 0.00 459.29 459.29 0.00 484.40 484.40 0.00 481.47 481.47 30.00 481 .62 481 .61 -30.00 481.47 481 .47 -30.00 449.27 449.27 -30.00 462.65 462.65 0.00 467.46 467.46 -642.88 483.98 484.39 612.88 482.35 482.29 -30.00 480.65 480.65 -612.88 481.48 482.29 30.00 487.26 487.25 0.00 484.91 484.91 -517.21 484.79 484.84 0.00 484.51 484.51 -185.66 484.56 484.57 -185.66 484.53 484.56 30.00 484.57 484.56 30.00 484.57 484.57 0.00 484.51 484.51 30.00 479.13 479.12 0.00 479.13 479.13 -90.00 479.14 479.14 -1 ,619.33 484.70 487.72 1,313.67 479. 16 477.27 90.00 479. 16 479.14 0.00 452.22 452.22 -1,806.33 460.92 461 .50 1,806.33 460.92 458.33 -30.00 495.31 495.31 -30.00 495.31 495.34 -30.00 495.31 495.31 -1 ,313.67 467.46 477.27 -0.00 467.46 467.46 Bury & Partners e>ressure Head loss Velocity Pipe Gradient (fUs) Headlos~ (ft/1 OOOft) (ft) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.10 0.34 0.00 0.10 0.34 0.00 0.18 0.34 0.00 0.18 0.34 0.00 0.00 0.00 0.41 102.91 4.10 0.05 10.41 3.91 0.00 0.08 0.34 0.82 5.83 3.91 0.01 0.10 0.34 0.00 0.00 0.00 0.05 12.60 3.30 0.00 0.00 0.00 0.01 1.06 1.19 0.03 0.71 1.19 0.00 0.09 0.34 0.00 0.28 0.34 0.00 0.00 0.00 0.01 0.11 0.34 0.00 0.00 0.00 0.00 0.26 0.57 3.01 115.87 10.34 1.89 157.85 8.38 0.01 0.17 0.57 0.00 0.00 0.00 0.58 145.09 11 .53 2.59 49.83 11 .53 0.00 0.02 0.19 0.03 0.09 0.34 0.00 0.03 0.19 9.81 24.17 8.38 0.00 0.00 0.00 © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120] Page 4 of6 Label Length Diamete1 Material Hazen- (ft) (in) Williams c P-69 149.00 8.0 PVC 150.0 P-67 121.00 6.0 PVC 150.0 P-62 56.00 6.0 PVC 150.0 P-61 42.00 6.0 PVC 150.0 P-59 19.00 6.0 PVC 150.0 P-57 27.00 6.0 PVC 150.0 P-55 39.00 6.0 PVC 150.0 P-54 13.00 6.0 PVC 150.0 P-53 28.00 6.0 PVC 150.0 P-52 29.00 6.0 PVC 150.0 P-51 36.00 6.0 PVC 150.0 P-50 27.00 6.0 PVC 150.0 P-49 27.00 6.0 PVC 150.0 P-48 26.00 6.0 PVC 150.0 P-47 17.00 6.0 PVC 150.0 P-46 7.00 6.0 PVC 150.0 P-45 31.00 6.0 PVC 150.0 P-44 43.00 6.0 PVC 150.0 P-43 25.00 6.0 PVC 150.0 P-42 49.00 6.0 PVC 150.0 P-41 65.00 6.0 PVC 150.0 P-40 11 .00 6.0 PVC 150.0 P-39 11.00 6.0 PVC ' 150.0 P-38 26.00 6.0 PVC 150.0 P-34 47.00 6.0 PVC 150.0 P-33 25.00 6.0 PVC 150.0 P-32 136.00 8.0 PVC 150.0 P-31 28.00 8.0 PVC 150.0 P-28 17.00 6.0 PVC 150.0 P-26 2.00 6.0 PVC 150.0 P-25 58.00 12.0 PVC 150.0 P-24 5.00 10.0 PVC 150.0 P-23 5.00 10.0 PVC 150.0 P-22 4.00 10.0 PVC 150.0 P-21 4.00 10.0 PVC 150.0 Title: Heart of the Research Valley j:\1691 \02\watercad\college station2.wcd 06/14/07 09:47:02 AM Check Valve? false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false Minor Control Loss Status Coefficien 0.00 Open 1.28 Open 0.20 Open 1.38 Open 1.28 Open 1.28 Open 1.28 Open 0.00 Open 1.28 Open 1.28 Open 1.28 Open 1.28 Open 1.28 Open 1.28 Open 1.28 Open 0.00 Open 0.00 Open 1.63 Open 1.28 Open 1.28 Open 0.20 Open 0.00 Open 0.00 Open 1.28 Open 1.28 Open 0.00 Open 0.00 Open 1.28 Open 0.00 Open 0.00 Open 0.05 Open 0.10 Open 0.05 Open 0.05 Open 0.05 Open Scenario: Base Steady State Analysis Pipe Report Discharge l pstream Structw ~wnstream Structu (gpm) Hydraulic Grade Hydraulic Grade (ft) (ft) -1 ,223.67 453.46 456.49 0.00 495.72 495.72 -30.00 462.65 462.66 -30.00 462.66 462.66 -30.00 467.45 467.46 -1,250.00 e 442.83 449.15 -30.00 484.48 484.48 -30.00 484.56 484.56 -30.00 484.42 484.42 -30.00 485.51 485.52 -30.00 486.68 486.68 -30.00 489.02 489.03 -30.00 485.39 485.39 -30.00 482.74 482.75 -30.00 478.62 478.63 -30.00 481 .61 481 .61 -30.00 481.46 481.47 -30.00 481.46 481 .47 0.00 450.19 450.19 -500.00 &-447.21 448.63 -30.00 449.27 449.28 -30.00 449.27 449.27 -30.00 462.65 462.65 0.00 460.52 460.52 -30.00 483.34 483.35 30.00 480.65 480.65 522.88 480.65 480.08 522.88 480.08 479.74 0.00 484.91 484.91 30.00 479.12 479.12 -2,230.67 491 .78 492.31 -1 ,533.46 487.84 487.96 -1 ,533.46 487.76 487.84 -1,503.46 484.99 485.05 -1,503.46 484.92 484.99 Bury & Partners e>ressure Head loss Velocity Pipe Gradient (ft/s) Headlosi (ft/1 OOOft) (ft) 3.03 20.37 7.81 0.00 0.00 0.00 0.01 0.09 0.34 0.01 0.15 0.34 0.00 0.21 0.34 6.32 234.10 14.18 0.01 0.14 0.34 0.00 0.09 0.34 0.00 0.17 0.34 0.00 0.17 0.34 0.01 0.15 0.34 0.00 0.17 0.34 0.00 0.17 0.34 0.00 0.17 0.34 0.00 0.22 0.34 0.00 0.08 0.34 0.00 0.09 0.34 0.01 0.15 0.34 0.00 0.00 0.00 1.41 28.82 5.67 0.01 0.09 0.34 0.00 0.09 0.34 0.00 0.09 0.34 0.00 0.00 0.00 0.01 0.14 0.34 0.00 0.09 0.34 0.57 4.22 3.34 0.34 12.12 3.34 0.00 0.00 0.00 0.00 0.08 0.34 0.53 9.13 6.33 0.11 22.61 6.26 0.08 16.53 6.26 0.07 17.37 6.14 0.07 17.38 6.14 © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120) Page 5 of6 Label Length Diamete1 Material Hazen- (ft) (in) William~ c P-20 5.00 10.0 PVC 150.0 P-19 5.00 10.0 PVC 150.0 P-18 4.00 10.0 PVC 150.0 P-17 5.00 10.0 PVC 150.0 P-16 30.00 6.0 PVC 150.0 P-15 25.00 6.0 PVC 150.0 P-14 25.00 6.0 PVC 150.0 P-9 158.00 12.0 PVC 150.0 P-5 8.00 10.0 PVC 150.0 P-3 10.00 10.0 PVC 150.0 P-2 146.00 8.0 PVC 150.0 P-1 27.00 6.0 PVC 150.0 Title: Heart of the Research Valley j:\1691 \02\watercad\college station2.wcd 06/14/07 09:47:02 AM Check Valve? false false false false false false false false false false false false Minor Control Loss Status Coefficien 0.05 Open 0.05 Open 0.05 Open 0.05 Open 1.28 Open 1.28 Open 1.28 Open 0.05 Open 0.20 Open 0.20 Open 0.00 Open 1.28 Open Scenario: Base Steady State Analysis Pipe Report Discharge l pstream Structlii ~wnstream Structu (gpm) _Hydraulic Grade Hydraulic Grade (ft) (ft) -1 ,443.46 481 .94 482.01 -1,443.46 481.86 481 .94 -1 .936.33 479.50 479.61 -1 ,936.33 479.37 479.50 0.00 480.21 480.21 -0.00 490.93 490.93 0.00 487.33 487.33 -2,230.67 492.31 493.70 1,906.33 472.43 472.11 1,906.33 477.33 476.99 1,806.33 458.33 452.22 0.00 483.81 483.81 Bury & Partners e>ressure Head loss !Velocity Pipe Gradient (ft/s) Head loss (ft/1 OOOft) (ft) 0.07 14.72 5.90 0.07 14.73 5.90 0.11 28.21 7.91 0.13 25.78 7.91 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.39 8.79 6.33 0.31 39.15 7.79 0.34 34.44 7.79 6.12 41 .89 11 .53 0.00 0.00 0.00 © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120] Page 6 of6 Label Elevation Zone Type Base Flow (ft) (gpm) J-368 305.00 Zone Demand J-367 303.00 Zone Demand J-365 303.00 Zone Demand J-364 303.00 Zone Demand J-363 288.00 Zone Demand J-362 288.50 Zone Demand J-361 308.50 Zone Demand J-360 304.00 Zone Demand J-183 301 .00 Zone Demand J-182 307.00 Zone Demand J-181 300.50 Zone Demand J-180 304.00 Zone Demand J-179 304.00 Zone Demand J-178 299.00 Zone Demand J-177 296.00 Zone Demand J-176 301 .00 Zone Demand J-175 297.00 Zone Demand J-174 300.00 Zone Demand J-173 291 .00 Zone Demand J-172 292.00 Zone Demand J-171 301 .50 Zone Demand J-170 301.50 Zone Demand J-169 296.00 Zone Demand J-168 290.00 Zone Demand J-167 300.00 Zone Demand J-166 297.50 Zone Demand J-165 290.00 Zone Demand J-164 290.00 Zone Demand J-163 307.50 Zone Demand J-162 305.00 Zone Demand J-160 300.00 Zone Demand J-159 305.00 Zone Demand J-158 288.00 Zone Demand J-157 289.00 Zone Demand J-156 302.00 Zone Demand J-155 302.00 Zone Demand Title: Heart of the Research Valley j:\1691 \02\watercad\college station2.wcd 06/14/07 09:48:04 AM 30.00 0.00 30.00 0.00 0.00 0.00 000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00 30.00 0.00 0.00 Pattern Demand Calculated! (gpm) Fixed 30.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 30.00 Fixed 30.00 Fixed 0.00 Fixed 0.00 Scenario: Base Steady State Analysis Junction Report Calculated Pressure Hydraulic Grad e (psi) (ft) 482.56 76.82 482.57 77.69 467.45 71 .15 467.46 71 .15 479.13 82.69 494.36 89.06 481.62 74.90 449.28 62.86 467.46 72.02 497.00 82.20 495.34 84.30 448.62 62.57 449.99 63.16 471.27 74.53 479.13 79.23 493.70 83.37 486.09 81 .81 453.46 66.39 456.49 71 .60 459.98 72.68 495.72 84.03 495.72 84.03 479.13 79.23 482.54 83.30 481.48 78.52 485.33 81.27 479.16 81.84 484.65 84.22 488.12 78.15 487.26 78.86 467.46 72.45 449.28 62.42 479.12 82.69 479.12 82.26 492.31 82.34 491 .78 82.11 Bury & Partners © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 ff '30<6' J -\)) Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120] Page 1 of6 Label Elevation Zone Type Base Flow (ft) (gpm) J-154 303.00 Zone Demand 0.00 J-153 307.00 Zone Demand 0.00 J-152 305.50 Zone Demand 30.00 J-151 303.00 Zone Demand 0.00 J-150 304.00 Zone Demand 500.00 J-149 298.00 Zone Demand 0.00 J-148 311.00 Zone Demand 0.00 J-147 311.50 Zone Demand 30.00 J-146 299.50 Zone Demand 0.00 J-145 300.50 Zone Demand 30.00 J-144 301.00 Zone Demand 0.00 J-143 302.00 Zone Demand 0.00 J-142 299.00 Zone Demand 30.00 J-141 301.00 Zone Demand 0.00 J-140 305.00 Zone Demand 30.00 J-139 288.00 Zone Demand 0.00 J-138 288.00 Zone Demand 30.00 J-137 298.50 Zone Demand 0.00 J-136 301 .00 Zone Demand 0.00 J-135 301 .00 Zone Demand 30.00 J-134 304.00 Zone Demand 0.00 J-133 304.50 Zone Demand 1,250.00 J-132 295.00 Zone Demand 30.00 J-131 295.00 Zone Demand 0.00 J-130 300.00 Zone Demand 30.00 J-129 305.50 Zone Demand 0.00 J-128 305.50 Zone Demand 0.00 J-127 304.00 Zone Demand 0.00 J-126 303.00 Zone Demand 0.00 J-125 297.50 Zone Demand 0.00 J-124 297.50 Zone Demand 30.00 J-1 23 293.00 Zone Demand 0.00 J-122 295.00 Zone Demand 0.00 J-121 304.50 Zone Demand 0.00 J-120 305.00 Zone Demand 0.00 J-119 296.00 Zone Demand 0.00 Title: Heart of the Research Valley j:\ 1691 \02\watercad\college station2.wcd 06/14/07 09:48:04 AM Pattern Demand Calculated (gpm) Fixed 0.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 500.00 Fixed 0.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 1,250.00 Fixed 30.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Scenario: Base Steady State Analysis Junction Report Calculated Pressure ~ydraulic Grad (psi) (ft) 458.33 67.21 488.61 78.58 488.61 79.22 448.63 63.01 447.21 61 .96 ~ 484.53 80.70 483.35 74.57 483.34 74.35 481.47 78.73 481.46 78.29 462.66 69.94 462.66 69.51 487.24 81.44 486.82 80.40 486.81 78.66 484.48 85.01 484.48 85 01 467.46 73.10 486.68 80.34 486.68 80.33 448.62 62.57 441.70 59.36 '-492.46 85.43 492.47 85.44 481 .46 78.51 480.21 75.59 480.21 75.59 452.22 64.13 452.22 64.56 485.52 81 .35 485.51 81 .34 459.29 71 .94 459.29 71.08 479.74 75.82 480.08 75.75 484.42 81 .52 Bury & Partners © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 (6.5120] Page 2 of 6 Label Elevation Zone Type Base Flow (ft) (gpm) J-118 296.00 Zone Demand 30.00 J-117 299.00 Zone Demand 0.00 J-116 299.00 Zone Demand 100.00 J-115 306.50 Zone Demand 0.00 J-114 306.50 Zone Demand 30.00 J-113 304.00 Zone Demand 0.00 J-112 305.00 Zone Demand 1,250.00 J-111 313.50 Zone Demand 0.00 J-110 314.00 Zone Demand 30.00 J-109 31 1.50 Zone Demand 0.00 J-108 31 1.50 Zone Demand 0.00 J-107 295.50 Zone Demand 0.00 J-106 295.00 Zone Demand 0.00 J-105 292.00 Zone Demand 0.00 J-104 291.00 Zone Demand 0.00 J-103 310.50 Zone Demand 0.00 J-102 310.50 Zone Demand 30.00 J-101 290.00 Zone Demand 0.00 J-100 290.00 Zone Demand 0.00 J-99 303.50 Zone Demand 0.00 J-98 303.00 Zone Demand 0.00 J-97 308.00 Zone Demand 0.00 J-96 308.00 Zone Demand 0.00 J-95 305.00 Zone Demand 30.00 J-94 301 .00 Zone Demand 0.00 J-93 301.00 Zone Demand 0.00 J-90 289.00 Zone Demand 0.00 J-89 299.00 Zone Demand 0.00 J-88 298.50 Zone Demand 0.00 J-87 299.00 Zone Demand 0.00 J-86 299.00 Zone Demand 30.00 J-85 290.00 Zone Demand 0.00 J-84 290.00 Zone Demand 0.00 J-83 297.00 Zone Demand 0.00 J-82 297.00 Zone Demand 0.00 J-81 299.50 Zone Demand 0.00 Title: Heart of the Research Valley j:\ 1691 \02\watercad\college station2.wcd 06/14/07 09:48:04 AM Pattern Demand Calculated (gpm) Fixed 30.00 Fixed 0.00 Fixed 100.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 1,250.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Scenario: Base Steady State Analysis Junction Report Calculated Pressure iydraulic Grad (psi) (ft) 484.42 81 .52 484.91 80.43 471 .27 74.53 489.03 78.97 489.02 78.97 449.15 62.80 442.83 59.63 485.39 74.37 485.39 74.15 483.81 74.55 483.81 74.55 494.48 86.09 493.35 85.82 460.52 72.91 460.52 73.34 482.75 74.52 482.74 74.52 487.72 85.54 484.70 84.24 450.19 63.46 450.19 63.68 487.33 77.59 487.33 77.59 480.65 76.00 490.93 82.17 490.93 82.17 484.51 84.59 487.25 81.45 487.24 81 .66 467.46 72.88 467.45 72.88 479.1 4 81 .83 479.14 81 .83 484.40 81 .08 484.40 81.08 484.91 80.22 Bury & Partners © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 (6.5120] Page 3 or s Label Elevation Zone Type Base Flow (ft) (gpm) J-80 299.50 Zone Demand J-79 304.50 Zone Demand J-78 304.50 Zone Demand J-77 308.50 Zone Demand J-75 290.00 Zone Demand J-74 290.00 Zone Demand J-73 293.00 Zone Demand J-72 294.00 Zone Demand J-71 290.00 Zone Demand J-70 290.00 Zone Demand J-69 303.00 Zone Demand J-68 307.00 Zone Demand J-67 299.00 Zone Demand J-66 299.00 Zone Demand J-65 297.00 Zone Demand J-63 308.00 Zone Demand J-62 308.00 Zone Demand J-61 299.50 Zone Demand J-60 297.00 Zone Demand J-59 289.00 Zone Demand J-58 289.00 Zone Demand J-57 299.50 Zone Demand J-56 291.50 Zone Demand J-55 291 .50 Zone Demand J-54 308.50 Zone Demand J-53 308.50 Zone Demand J-52 288.00 Zone Demand J-51 288.00 Zone Demand J-50 307.50 Zone Demand J-49 302.00 Zone Demand J-48 302.00 Zone Demand J-47 307.50 Zone Demand J-46 307.50 Zone Demand J-45 290.00 Zone Demand J-44 290.00 Zone Demand J-43 299.50 Zone Demand Title: Heart of the Research Valley j:\1691 \02\watercad\college station2.wcd 06/14/07 09:48:04 AM 0.00 0.00 30.00 0.00 0.00 0.00 0.00 30.00 0.00 0.00 30.00 30.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Pattern Demand Calculated (gpm) Fixed 0.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 0.00 Fixed 30.00 Fixed 30.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Scenario: Base Steady State Analysis Junction Report Calculated Pressure ~ydraulic Grad• ~ (psi) (ft) 484.91 80.22 478.63 75.34 478.62 75.34 481.62 74.90 484.57 84.18 484.57 84.18 484.56 82.88 484.56 82.45 477.27 81.02 479.16 81.84 462.65 69.07 449.27 61 .55 481.47 78.95 481.47 78.95 452.68 67.35 476.99 73.11 477.33 73.26 487.25 81 .23 487.25 82.31 484.51 84.59 484.51 84.59 481.47 78.73 472.11 78.14 472.43 78.28 481 .61 74.90 481 .61 74.90 479.13 82.69 479.13 82.69 487.96 78.08 482.29 78.00 482.35 78.03 487.84 78.03 487.76 77.99 479.1 4 81 .83 479.14 81 .83 487.25 81 .23 Bury & Partners © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 (6.5120) Page 4 of6 Label Elevation Zone Type Base Flow (ft) (g pm) J-41 308.50 Zone Demand J-40 308.50 Zone Demand J-39 308.50 Zone Demand J-38 290.00 Zone Demand J-37 290.00 Zone Demand J-36 297.50 Zone Demand J-35 297.50 Zone Demand J-34 305.00 Zone Demand J-33 305.00 Zone Demand J-32 303.50 Zone Demand J-31 303.50 Zone Demand J-30 298.50 Zone Demand J-29 298.50 Zone Demand . J-28 302.50 Zone Demand J-27 302.50 Zone Demand J-26 306.50 Zone Demand J-25 306.50 Zone Demand J-24 301.50 Zone Demand J-23 301.50 Zone Demand J-22 302.00 Zone Demand J-21 297.00 Zone Demand J-20 299.00 Zone Demand J-19 299.00 Zone Demand J-18 304.50 Zone Demand J-17 314.00 Zone Demand J-16 314.00 Zone Demand J-1 5 314.00 Zone Demand J-14 304.50 Zone Demand J-13 304.50 Zone Demand J-12 299.50 Zone Demand J-11 299.50 Zone Demand J-10 297.00 Zone Demand J-9 297.00 Zone Demand J-8 302.00 Zone Demand J-7 302.00 Zone Demand J-6 302.00 Zone Demand Title: Heart of the Research Valley j:\1691 \02\watercad\college station2.wcd 06/14/07 09:48:04 AM 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00 0.00 0.00 30.00 0.00 Pattern Demand Calculated (gpm) Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Scenario: Base Steady State Analysis Junction Report Calculated Pressure ~ydraulic Grad (psi) (ft) 481 .86 75.01 482.01 75.07 481.94 75.04 484.57 84.18 484.56 84.18 484.39 80.86 483.98 80.68 487.26 78.85 486.90 78.70 461 .50 68.36 460.92 68.11 467.46 73.10 467.46 73.10 462.65 69.29 462.65 69.29 449.27 61 .77 449.27 61 .77 480.65 77.51 480.65 77.51 495.31 83.64 479.12 78.80 484.84 80.40 484.79 80.38 479.61 75.76 484.92 73.95 485.05 74.01 484.99 73.98 479.50 75.71 479.37 75.66 481.47 78.73 481.47 78.73 479.12 78.80 479.12 78.80 495.31 83.64 495.31 83.64 463.65 69.94 Bury & Partners © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120) Page 5 of6 Label Elevation Zone Type Base Flow (ft) (gpm) J-3 291.50 Zone Demand 0.00 J-1 288.50 Zone Demand 0.00 Title: Heart of the Research Valley j:\ 1691 \02\watercad\college station2.wcd 06/14/07 09:48:04 AM Pattern Demand Calculated (gpm) Fixed 0.00 Fixed 0.00 Scenario: Base Steady State Analysis Junction Report Calculated Pressure ~ydraulic Grad ~ (psi) (ft) 474.27 79.08 494.92 89.31 Bury & Partners © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 (6.5120] Page 6 of6 Label Length Diamete1 Material Hazen- (ft) (in) William~ c P-393 49.00 6.0 PVC 150.0 P-392 223.00 8.0 PVC 150.0 P-391 25.00 8.0 PVC 150.0 P-390 162.00 8.0 PVC 150.0 P-389 162.00 10.0 PVC 150.0 P-388 7.00 8.0 PVC 150.0 P-387 170.00 8.0 PVC 150.0 P-385 124.00 8.0 PVC 150.0 P-384 11.00 6.0 PVC 150.0 P-383 25.00 6.0 PVC 150.0 P-376 32.00 8.0 PVC 150.0 P-375 1.00 48.0 PVC 150.0 P-374 31 .00 12.0 PVC 150.0 P-373 1.00 48.0 PVC 150.0 P-371 149.00 8.0 PVC 150.0 P-370 10.00 8.0 PVC 150.0 P-369 26.00 6.0 PVC 150.0 P-368 33.00 6.0 PVC 150.0 P-367 62.00 12.0 PVC 150.0 P-366 65.00 12.0 PVC 150.0 P-365 137.00 10.0 PVC 150.0 P-364 8.00 6.0 PVC 150.0 P-363 6.00 10.0 PVC 150.0 P-362 28.00 8.0 PVC 150.0 P-361 75.00 6.0 PVC 150.0 P-360 18.00 8.0 PVC 150.0 P-359 88.00 8.0 PVC 150.0 P-358 20.00 8.0 PVC 150.0 P-357 112.00 8.0 PVC 150.0 P-356 31 .00 8.0 PVC 150.0 P-355 36.00 8.0 PVC 150.0 P-353 140.00 8.0 PVC 150 .0 P-352 7.00 6.0 PVC 150.0 P-351 10.00 8.0 PVC 150.0 P-350 97.00 8.0 PVC 150.0 Title: Heart of the Research Valley j :\ 1691 \02\watercad\college station2. wed 06/14/07 09:42:28 AM Check Valve? false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false Minor Control Loss Status Coefflcien 1.28 Open 0.10 Open 0.35 Open 0.35 Open 0.20 Open 0.00 Open 1.28 Open 0.35 Open 0.00 Open 0.20 Open 0.00 Open 0.00 Open 0.00 Open 0.00 Open 0.70 Open 0.35 Open 1.28 Open 1.28 Open 0.20 Open 0.00 Open 0.35 Open 1.38 Open 0.35 Open 0.35 Open 1.33 Open 0.35 Open 0.20 Open 0.35 Open 0.35 Open 0.20 Open 0.35 Open 0.35 Open 0.00 Open 0.20 Open 0.35 Open Scenario: Base Steady State Analysis Pipe Report Discharge 1 pstream Structl..li l!>wnstream Structu (gpm) Hydraulic Grade Hydraulic Grade (ft) (ft) 30.00 481 .17 481 .16 -800.96 481 .17 483.28 -770.96 480.82 481 .17 -710.95 478.17 479.49 378.91 476.92 476.79 0.00 484.19 484.19 478.91 477.86 477.06 698.64 485.74 484.73 30.00 483.82 483.82 30.00 483.82 483.82 1,507.55 497.52 496.56 1,507.55 295.50 295.50 2,402.45 494.62 494.31 2,402.45 307.00 307.00 -60.00 486.72 486.73 0.00 486.72 486.72 30.00 486.72 486.71 -30.00 486.71 486.72 2,372.45 491 .35 490.61 2,372.45 491 .98 491.35 220.14 476.45 476.41 30.00 476.45 476.45 250.14 476.46 476.45 -538.91 479.87 480.06 30.00 479.87 479.87 -508.91 479.75 479.87 -132.31 483.92 483.95 668.64 484.15 483.92 -718.91 486.76 487.72 -90.00 486.75 486.76 -478.91 478.64 478.82 -30.00 486.73 486.73 0.00 486.73 486.73 478.91 478.88 478.82 478.91 479.28 478.88 Bury & Partners Pressure Head loss Velocity Pipe Gradient (fUs) Headlos: (fU1000ft) (ft) 0.01 0.13 0.34 2.11 9.47 5.11 0.35 13.92 4.92 1.32 8.14 4.54 0.13 0.83 1.55 0.00 0.00 0.00 0.79 4.68 3.06 1.00 8.08 4.46 0.00 0.09 0.34 0.00 0.10 0.34 0.96 29.97 9.62 0.00 0.00 0.27 0.31 9.86 6.82 0.00 0.00 0.43 0.01 0.09 0.38 0.00 0.00 0.00 0.00 0.17 0.34 0.01 0.1 6 0.34 0.74 11.90 6.73 0.63 9.63 6.73 0.04 0.32 0.90 0.00 0.40 0.34 O.D1 1.31 1.02 0.19 6.76 3.44 0.01 0.12 0.34 0.13 7.20 3.25 0.03 0.36 0.84 0.23 11 .60 4.27 0.97 8.63 4.59 0.01 0.19 0.57 0.1 8 4.99 3.06 0.00 0.02 0.19 0.00 0.00 0.00 0.06 6.49 3.06 0.40 4.11 3.06 © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120] Page 1 of6 Label Length Dia mete Material Hazen- (ft) (in) Williams c P-349 89.00 8.0 PVC 150.0 P-348 30.00 8.0 PVC 150.0 P-347 6.00 6.0 PVC 150.0 P-346 3.00 6.0 PVC 150.0 P-345 66.00 8.0 PVC 150.0 P-344 3.00 8.0 PVC 150.0 P-343 32.00 10.0 PVC 150.0 P-342 5.00 10.0 PVC 150.0 P-340 73.00 8.0 PVC 150.0 P-339 42.00 10.0 PVC 150.0 P-338 73.00 10.0 PVC 150.0 P-337 31 .00 8.0 PVC 150.0 P-336 123.00 8.0 PVC 150.0 P-335 12.00 8.0 PVC 150.0 P-334 115.00 8.0 PVC 150.0 P-333 22.00 8.0 PVC 150.0 P-332 106.00 8.0 PVC 150.0 P-330 21 .00 8.0 PVC 150.0 P-329 74.00 12.0 PVC 150.0 P-328 196.00 12.0 PVC 150.0 P-327 29.00 8.0 PVC 150.0 P-326 16.00 8.0 PVC 150.0 P-325 11.00 8.0 PVC 150.0 P-323 2.00 8.0 PVC 150.0 P-322 2.00 8.0 PVC 150.0 P-321 39.00 8.0 PVC 150.0 P-320 29.00 6.0 PVC 150.0 P-319 21 .00 10.0 PVC 150.0 P-318 6.00 10.0 PVC 150.0 P-316 118.00 10.0 PVC 150.0 P-315 165.00 10.0 PVC 150.0 P-314 28.00 10.0 PVC 150.0 P-313 27.00 10.0 PVC 150.0 P-309 24.00 12.0 PVC 150.0 P-308 35.00 12.0 PVC 150.0 Title: Heart of the Research Valley j:\ 1691 \02\watercad\college station2.wcd 06/14/e7 09:42:28 AM Check Valve? false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false Minor Control Loss Status Ceefficien 0.35 Open 0.35 Open 0.00 Open 0.35 Open 0.35 Open 0.00 Open 0.35 Open 0.05 Open 0.35 Open 0.35 Open 0.10 Open 0.35 Open 0.05 Open 0.35 Open 0.35 Open 0.35 Open 0.35 Open 0.80 Open 0.35 Open 0.35 Open 0.35 Open 0.35 Open 0.35 Open 1.48 Open 1.48 Open 0.35 Open 0.20 Open 0.55 Open 0.35 Open 0.00 Open 0.35 Open 0.10 Open 0.35 Open 0.35 Open 0.35 Open Scenario: Base Steady State Analysis Pipe Report Discharge l pstream Structw lf)wnstream Structu (gpm) Hydraulic Grade Hydraulic Grade (ft) (ft) 538.91 482.75 482.29 568.91 482.97 482.75 0.00 484.19 484.19 30.00 484.19 484.19 -60.00 479.48 479.49 -60.00 479.48 479.48 1,029.86 476.67 476.41 348.91 476.67 476.67 668.64 484.73 484.15 -750.14 476.50 476.66 -250.14 476.47 476.50 132.31 484.00 483.99 162.31 484.06 484.00 -192.31 484.13 484.14 -162.31 484.06 484.13 -538.91 480.60 480.76 -538.91 480.06 480.60 30.00 479.48 479.48 -2,372.45 487.50 488.46 -2,372.45 485.37 487.50 728.64 486.08 485.74 728.64 486.32 486.08 -90.00 486.73 486.74 30.00 484.20 484.20 -222.31 484.15 484.20 -30.00 483.82 483.82 0.00 483.82 483.82 378.91 477.06 477.03 -100.00 477.06 477.06 378.91 477.01 476.92 -2,060.14 479.59 482.95 -2,030.14 478.99 479.59 -222.31 484.14 484.15 -2,342.45 484.90 485.37 -2,312.45 484.35 484.90 -------· Bury & Partners e'ressure Headless Velocity Pipe Gradient (ft/s) Headless (ft/1000ft) (ft) 0.46 5.18 3.44 0.22 7.32 3.63 0.00 0.00 0.00 0.00 0.30 0.34 0.01 0.09 0.38 0.00 0.08 0.38 0.26 8.00 4.21 0.00 0.98 1.43 0.58 8.01 4.27 0.17 3.99 3.06 0.03 0.39 1.02 0.01 0.46 0.84 0.06 0.49 1.04 0.02 1.35 1.23 0.06 0.53 1.04 0.16 7.38 3.44 0.54 5.07 3.44 0.00 0.04 0.19 0.96 12.96 6.73 2.13 10.89 6.73 0.34 11 .85 4.65 0.24 15.14 4.65 0.00 0.32 0.57 0.00 0.44 0.19 0.05 24.00 1.42 0.00 0.03 0.19 0.00 0.00 0.00 0.04 1.76 1.55 0.00 0.21 0.41 0.09 0.78 1.55 3.36 20.36 8.42 0.60 21 .35 8.29 0.01 0.46 0.91 0.47 19.41 6.65 0.56 15.87 6.56 --·· ·-. ·-·-· © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT e67e8 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.512e] Page2 of6 Label Length Dlamete1 Material Hazen- (ft) (in) Williams c P-307 62.00 10.0 PVC 150.0 P-306 25.00 10.0 PVC 150.0 P-305 134.00 8.0 PVC 150.0 P-304 8.00 8.0 PVC 150.0 P-300 90.00 8.0 PVC 150.0 P-297 61 .00 8.0 PVC 150.0 P-296 50.00 8.0 PVC 150.0 P-295 18.00 12.0 PVC 150.0 P-294 120.00 12.0 PVC 150.0 P-292 9.00 8.0 PVC 150.0 P-291 10.00 8.0 PVC 150.0 P-289 83.00 8.0 PVC 150.0 P-288 2.00 8.0 PVC 150.0 P-287 3.00 8.0 PVC 150.0 P-286 88.00 8.0 PVC 150.0 P-285 49.00 12.0 PVC 150.0 P-283 90.00 10.0 PVC 150.0 P-282 25.00 10.0 PVC 150.0 P-281 21 .00 10.0 PVC 150.0 P-276 23.00 8.0 PVC 150.0 P-275 119.00 8.0 PVC 150.0 P-274 31.00 8.0 PVC 150.0 P-269 10.00 10.0 PVC 150.0 P-266 128.00 8.0 PVC 150.0 P-265 18.00 8.0 PVC 150.0 P-131 41 .00 6.0 PVC 150.0 P-130 20.00 6.0 PVC 150.0 P-129 73.00 80 PVC 150.0 P-128 4.00 6.0 PVC 150.0 P-127 27.00 8.0 PVC 150.0 P-126 32.00 6.0 PVC 150.0 P-125 27.00 8.0 PVC 150.0 P-123 40.00 6.0 PVC 150.0 P-122 50.00 6.0 PVC 150.0 P-121 34.00 6.0 PVC 150.0 Title: Heart of the Research Valley j:\1691 \02\watercad\college station2.wcd 06114107 09:42:28 AM Check Valve? false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false Minor Control Loss Status Coefficien 0.35 Open 0.35 Open 0.10 Open 0.35 Open 0.35 Open 0.45 Open 0.45 Open 0.35 Open 0.35 Open 0.05 Open 0.35 Open 0.35 Open 0.20 Open 0.35 Open 0.35 Open 0.00 Open 0.35 Open 0.35 Open 0.35 Open 0.35 Open 1.28 Open 1.48 Open 0.10 Open 0.20 Open 0.35 Open 0.00 Open 1.48 Open 1.63 Open 0.20 Open 0.10 Open 1.28 Open 1.48 Open 1.28 Open 1.28 Open 1.28 Open Scenario: Base Steady State Analysis Pipe Report Discharge l pstream StructL.li l!lwnstream Structu (gpm) Hydraulic Grade Hydraulic Grade (ft) (ft) -378.91 476.71 476.77 -348.91 476.68 476.71 1,477.55 494.86 490.85 1,507.55 495.60 494.86 508.91 479.70 479.28 718.91 488.33 487.72 -758.64 487.75 488.33 2,402.45 492.88 492.45 2,402.45 494.31 492.88 -508.91 479.70 479.75 538.91 482.29 482.18 -758.64 486.93 487.75 -728.64 486.84 486.93 132.31 483.96 483.95 132.31 483.99 483.96 2,372.45 492.45 491.98 -2,030.14 476.79 478.75 -780.14 476.66 476.79 -2,060.14 482.95 483.71 -60.00 479.48 479.48 568.91 483.82 482.97 -30.00 483.82 483.82 -2,060.14 48406 484.35 538.91 482.04 481.43 538.91 482.18 482.04 30.00 484.18 484.18 -30.00 48418 484.19 -252.31 484.20 484.35 30.00 486.72 486.71 -1,507.55 495.60 496.56 30.00 494.86 494.86 -30.00 486.73 486.73 -30.00 484.14 484.14 -30.00 484.90 484.90 0.00 479.75 479.75 Bury & Partners e'ressure Head loss Velocity Pipe Gradient (tus) Head loss (fU1000ft) (ft) 0.06 0.99 1.55 0.03 1.11 1.43 4.01 29.91 9.43 0.74 92.86 9.62 0.42 4.65 3.25 0.61 10.02 4.59 0.58 11.68 4.84 0.43 23.88 6.82 1.44 11.96 6.82 0.04 4.92 3.25 0.11 10.89 3.44 0.82 9.94 4.84 0.08 41 .37 4.65 0.00 1.62 0.84 0.03 0.38 0.84 0.47 9.63 6.73 1.95 21.69 8.29 0.13 5.19 3.19 0.76 36.35 8.42 0.00 0.11 0.38 0.85 7.13 3.63 0.00 0.05 0.19 0.29 29.02 8.42 0.61 4.75 3.44 0.14 8.03 3.44 0.00 0.09 0.34 0.00 0.22 0.34 0.15 1.99 1.61 0.00 0.18 0.34 0.95 35.30 9.62 0.01 0.16 0.34 0.00 0.05 0.19 0.01 0.14 0.34 0.01 0.13 0.34 0.00 0.00 0.00 © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120] Page 3 of6 Label Length biamete1 Material Hazen- (ft) (in) Williams c P-120 28.00 6.0 PVC 150.0 P-119 18.00 6.0 PVC 150.0 P-117 8.00 6.0 PVC 150.0 P-116 38.00 6.0 PVC 150.0 P-114 11.00 6.0 PVC 150.0 P-111 4.00 6.0 PVC 150.0 P-110 4.00 6.0 PVC 150.0 P-109 4.00 6.0 PVC 150.0 P-108 4.00 8.0 PVC 150.0 P-107 5.00 8.0 PVC 150.0 P-106 4.00 6.0 PVC 150.0 P-105 140.00 8.0 PVC 150.0 P-103 112.00 6.0 PVC 150.0 P-100 28.00 6.0 PVC 150.0 P-99 4.00 8.0 PVC 150.0 P-97 9.00 6.0 PVC 150.0 P-96 5.00 8.0 PVC 150.0 P-95 49.00 8.0 PVC 150.0 P-93 48.00 6.0 PVC 150.0 P-92 14.00 6.0 PVC 150.0 P-91 20.00 6.0 PVC 150.0 P-90 117.00 6.0 PVC 150.0 P-89 7.00 6.0 PVC 150.0 P-88 5.00 8.0 PVC 150.0 P-87 26.00 8.0 PVC 150.0 P-84 12.00 8.0 PVC 150.0 P-83 85.00 8.0 PVC 150.0 P-81 30.00 6.0 PVC 150.0 P-80 4.00 8.0 PVC 150.0 P-78 52.00 8.0 PVC 150.0 P-76 4.00 8.0 PVC 150.0 P-75 292.00 6.0 PVC 150.0 P-74 1.00 8.0 PVC 150.0 P-73 406.00 8.0 PVC 150.0 P-72 36.00 6.0 PVC 150.0 Title: Heart of the Research Valley j:\ 1691 \02\watercad\college station2.wcd 06114107 09:42:28 AM Check Valve? false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false Minor Control1 Loss Status Coefficien 1.28 Open 1.28 Open 1.28 Open 0.20 Open 0.10 Open 0.20 Open 0.20 Open 0.20 Open 1.48 Open 0.10 Open 0.00 Open 0.10 Open 0.80 Open 2.08 Open 0.20 Open 1.48 Open 0.10 Open 0.20 Open 0.20 Open 1.48 Open 0.00 Open 1.48 Open 0.00 Open 0.10 Open 1.28 Open 1.48 Open 0.10 Open 1.28 Open 0.20 Open 0.20 Open 0.00 Open 0.00 Open 0.00 Open 0.35 Open 0.00 Open Scenario: Base Steady State Analysis Pipe Report Discharge l pstream Structl.li wwnstream Structu (gpm) Hydraulic Grade Hydraulic Grade (ft) (ft) -0.00 482.04 482.04 -0.00 484.15 484.15 0.00 479.48 479.48 30.00 476.45 476.45 -30.00 479.48 479.48 -30.00 479.86 479.86 -30.00 482.74 482.74 0.00 483.82 483.82 -800.96 483.28 483.92 770.96 480.82 480.74 -30.00 478.17 478.17 -770.96 479.49 480.74 30.00 484.20 484.19 0.00 483.96 483.96 -132.31 483.95 483.95 0.00 486.08 486.08 -728.64 486.77 486.84 -728.64 486.32 486.77 30.00 486.92 486.92 30.00 486.93 486.92 0.00 486.08 486.08 30.00 486.73 486.72 0.00 486.72 486.72 -90.00 486.74 486.74 -1,477.55 488.33 490.85 628.91 486.76 486.32 90.00 486.75 486.74 0.00 478.64 478.64 478.91 477.90 477.86 -478.91 477.90 478.12 -30.00 492.42 492.42 -30.00 492.42 492.45 -30.00 492.42 492.42 -628.91 483.82 486.32 0.00 483.82 483.82 Bury & Partners e>ressure Head loss Velocity Pipe Gradient (ft/s) Headless (ft11 OOOft) (ft) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.10 0.34 0.00 0.10 0.34 0.00 0.18 0.34 0.00 0.18 0.34 0.00 0.00 0.00 0.64 159.43 5.11 0.08 16.18 4.92 0.00 0.08 0.34 1.25 8.92 4.92 0.01 0.10 0.34 0.00 0.00 0.00 0.00 0.89 0.84 0.00 0.00 0.00 0.07 14.51 4.65 0.45 9.17 4.65 0.00 0.09 0.34 0.00 0.27 0.34 0.00 0.00 0.00 0.01 0.11 0.34 0.00 0.00 0.00 0.00 0.26 0.57 2.52 96.86 9.43 0.44 36.79 4.01 0.01 0.17 0.57 0.00 0.00 0.00 0.04 10.84 3.06 0.22 4.1 4 3.06 0.00 0.02 0.19 0.03 0.09 0.34 0.00 0.00 0.19 2.50 6.15 4.01 0.00 0.00 0.00 © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120) Page4 of 6 Label Length ~iamete Material Hazen- (ft) (in) Williams c P-69 149.00 8.0 PVC 150.0 P-67 121 .00 6.0 PVC 150.0 P-62 56 .00 6.0 PVC 150.0 P-61 42.00 6.0 PVC 150.0 P-59 19.00 6.0 PVC 150.0 P-57 27.00 6.0 PVC 150.0 P-55 39.00 6.0 PVC 150.0 P-54 13.00 6.0 PVC 150.0 P-53 28.00 6.0 PVC 150.0 P-52 29.00 6.0 PVC 150.0 P-51 36.00 6.0 PVC 150.0 P-50 27.00 6.0 PVC 150.0 P-49 27.00 6.0 PVC 150.0 P-48 26.00 6.0 PVC 150.0 P-47 17.00 6.0 PVC 150.0 P-46 7.00 6.0 PVC 150.0 P-45 31.00 6.0 PVC 150.0 P-44 43.00 6.0 PVC 150.0 P-43 25 .00 6.0 PVC 150.0 P-42 49.00 6.0 PVC 150.0 P-41 65.00 6.0 PVC 150.0 P-40 11 .00 6.0 PVC 150.0 P-39 11 .00 6.0 PVC 150.0 P-38 26.00 6.0 PVC 150.0 P-34 47.00 6.0 PVC 150.0 P-33 25.00 6.0 PVC 150.0 P-32 136.00 8.0 PVC 150.0 P-31 28.00 8.0 PVC 150.0 P-28 17.00 6.0 PVC 150.0 P-26 2.00 6.0 PVC 150.0 P-25 58.00 12.0 PVC 150.0 P-24 5.00 10.0 PVC 150.0 P-23 5.00 10.0 PVC 150.0 P-22 4.00 10.0 PVC 150.0 P-21 4.00 10.0 PVC 150.0 Title: Heart of the Research Valley j:\1691 \02\watercad\college station2.wcd 06/14/07 09:42:28 AM Check Valve? false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false false Minor Control Loss Status Coefficien 0.00 Open 1.28 Open 0.20 Open 1.38 Open 1.28 Open 1.28 Open 1.28 Open 0.00 Open 1.28 Open 1.28 Open 1.28 Open 1.28 Open 1.28 Open 1.28 Open 1.28 Open 0.00 Open 0.00 Open 1.63 Open 1.28 Open 1.28 Open 0.20 Open 0.00 Open 0.00 Open 1.28 Open 1.28 Open 0.00 Open 0.00 Open 1.28 Open 0.00 Open 0.00 Open 0.05 Open 0.10 Open 0.05 Open 0.05 Open 0.05 Open Scenario: Base Steady State Analysis Pipe Report Discharge l pstream StructUi ~wnstream Structu {gpm) Hydraulic Grade Hydraulic Grade (ft) (ft) -538.91 480.76 481.43 0.00 492.88 492.88 -30.00 482.74 482.74 -30.00 482.74 482.75 -30.00 483.81 483.82 0.00 478.88 478.88 -30.00 485.73 485.74 -30.00 486.92 486.92 -30.00 484.73 484.73 -30.00 484.00 484.00 -30.00 484.12 484.13 -30.00 485.36 485.37 -30.00 479.59 479.59 -500.00 ~ 475.45 476.50 -30.00 476.70 476.71 -30.00 476.45 476.45 -30.00 479.48 479.48 -30.00 479.47 479.48 0.00 480.06 480.06 -30.00 479.28 479.28 -30.00 479.86 479.87 -30.00 479.86 479.86 -30.00 482.74 482.74 0.00 482.29 482.29 -30.00 476.66 476.66 30.00 478.17 478.17 680.95 478.17 477.23 680.95 477.23 476.67 -0.00 483.96 483.96 30.00 486.71 486.71 -2,372.45 488.46 489.05 -2,060.14 483.86 484.06 -2,060.14 483.71 483.86 -2,030. 14 478.87 478.99 -2,030.14 478.75 478.87 Bury & Partners e>ressure Head loss Velocity Pipe Gradient (ft/s) Headless (ft/1 OOOft) (ft) 0.66 4.46 3.44 0.00 0.00 0.00 0.01 0.09 0.34 0.01 0.15 0.34 0.00 0.21 0.34 0.00 0.00 0.00 0.01 0.15 0.34 0.00 0.09 0.34 0.00 0.17 0.34 0.00 0.17 0.34 0.01 0.15 0.34 0.00 0.17 0.34 0.00 0.17 0.34 1.05 40.37 5.67 0.00 0.22 0.34 0.00 0.08 0.34 0.00 0.09 0.34 0.01 0.15 0.34 0.00 0.00 0.00 0.01 0.13 0.34 0.01 0.09 0.34 0.00 0.09 0.34 0.00 0.09 0.34 0.00 0.00 0.00 0.01 0.14 0.34 0.00 0.09 0.34 0.94 6.88 4.35 0.57 20.29 4.35 0.00 0.00 0.00 0.00 0.09 0.34 0.59 10.24 6.73 0.20 40.01 8.42 0.1 5 29.02 8.42 0.12 30.88 8.29 0.12 30.89 8.29 © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120] Page 5 of6 Label Length Pia mete Material Hazen- (ft) (in) Wllliam5 c P-20 5.00 10.0 PVC 150.0 P-19 5.00 10.0 PVC 150.0 P-18 4.00 10.0 PVC 150.0 P-17 5.00 10.0 PVC 150.0 P-16 30.00 6.0 PVC 150.0 P-15 25.00 6.0 PVC 150.0 P-14 25.00 6.0 PVC 150.0 P-9 158.00 12.0 PVC 150.0 P-5 8.00 10.0 PVC 150.0 P-3 10.00 10.0 PVC 150.0 P-2 146.00 8.0 PVC 150.0 P-1 27.00 6.0 PVC 150.0 Title: Heart of the Research Valley j:\1691 \02\watercad\college station2.wcd 06/14/07 09:42:28 AM Check Valve? false false false false false false false false false false false false Minor Control Loss Status Coefficien 0.05 Open 0.05 Open 0.05 Open 0.05 Open 1.28 Open 1.28 Open 1.28 Open 0.05 Open 0.20 Open 0.20 Open 0.00 Open 1.28 Open Scenario: Base Steady State Analysis Pipe Report Discharge l pstream Structlli lllwnstream Structu (gpm) Hydraulic Grade Hydraulic Grade (ft) (ft) -250.14 476.46 476.47 -250.14 476.46 476.46 348.91 476.68 476.67 348.91 476.68 476.68 -1,250.00 ~ 469.83 476.41 0.00 487.50 487.50 0.00 482.95 482.95 -2 ,372.45 489.05 490.61 -378.91 477.01 477.03 -378.91 476.77 476.79 -478.91 478.12 478.64 -1,250.00 ~ 470.47 476.79 Bury & Partners e>ressure Head loss Velocity Pipe Gradient (fUs) HeadlOS5 (ft/1 OOOft) (ft) 0.00 0.52 1.02 0.00 0.52 1.02 0.00 1.07 1.43 0.00 0.99 1.43 6.58 219.29 14.18 0.00 0.00 0.00 0.00 0.00 0.00 1.56 9.85 6.73 0.01 1.71 1.55 0.02 1.53 1.55 0.52 3.58 3.06 6.32 234.10 14.18 © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120] Page 6 of6 Label Elevation Zone Type Base Flow (ft) (gpm) J-368 305.00 Zone Demand J-367 303.00 Zone Demand J-365 303.00 Zone Demand J-364 303.00 Zone Demand J-363 288.00 Zone Demand J-362 288.50 Zone Demand J-361 308.50 Zone Demand J-360 304.00 Zone Demand J-183 301 .00 Zone Demand J-182 307.00 Zone Demand J-181 300.50 Zone Demand J-180 304.00 Zone Demand J-179 304.00 Zone Demand J-178 299.00 Zone Demand J-177 296.00 Zone Demand J-176 301 .00 Zone Demand J-175 297.00 Zone Demand J-174 300.00 Zone Demand J-173 291 .00 Zone Demand J-172 292.00 Zone Demand J-171 301 .50 Zone Demand J-170 301 .50 Zone Demand J-169 296.00 Zone Demand J-168 290.00 Zone Demand J-167 300.00 Zone Demand J-166 297.50 Zone Demand J-165 290.00 Zone Demand J-164 290.00 Zone Demand J-163 307.50 Zone Demand J-162 305.00 Zone Demand J-160 300.00 Zone Demand J-159 305.00 Zone Demand J-158 288.00 Zone Demand J-157 289.00 Zone Demand J-156 302.00 Zone Demand J-155 302.00 Zone Demand Title: Heart of the Research Valley j:\1691 \02\watercad\college station2. wed 06/14/07 09:41 :55AM 30.00 0.00 30.00 0.00 0 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00 30.00 0.00 0.00 Pattern Demand Calculated (gpm) Fixed 30.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed O.OQ Fixed 30.00 Fixed 30.00 Fixed 0.00 Fixed 0.00 Scenario: Base Steady State Analysis Junction Report Calculated Pressure ~ydraulic Grad ~ (psi) (ft) 481 .16 76.22 481 .17 77.08 483.82 78.23 483.82 78.23 486.72 85.98 491 .35 87.76 476.45 72.67 479.87 76.09 483.82 79.10 494.31 81.04 492.45 83.05 479.70 76.02 478.82 75.64 477.06 77.04 486.73 82.52 490.61 82.04 484.06 80.93 480.76 78.21 481.43 82.39 482.18 82.28 492.88 82.80 492.88 82.80 486.73 82.52 487.72 85.55 479.49 77.66 483.99 80.69 486.75 85.13 487.75 85.56 484.35 76.51 484.20 77.53 483.82 79.53 479.87 75.66 486.71 85.97 486.71 85.54 489.05 80.93 488.46 80.67 Bury & Partners © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120] Page 1 of6 Label Elevation Zone Type Base Flow (ft) (gpm) J-154 303.00 Zone Demand 0.00 J-153 307.00 Zone Demand 0.00 J-152 305.50 Zone Demand 30.00 J-151 303.00 Zone Demand 0.00 J-150 304.00 Zone Demand 30.00 J-149 298.00 Zone Demand 0.00 J-148 31 1.00 Zone Demand 0.00 J-147 311 .50 Zone Demand 30.00 J-146 299.50 Zone Demand 0.00 J-145 300.50 Zone Demand 30.00 J-144 301.00 Zone Demand 0.00 J-143 302.00 Zone Demand 0.00 J-142 299.00 Zone Demand 30.00 J-141 301.00 Zone Demand 0.00 J-140 305.00 Zone Demand 30.00 J-139 288.00 Zone Demand 0.00 J-138 288.00 Zone Demand 30.00 J-137 298.50 Zone Demand 0.00 J-136 301.00 Zone Demand 0.00 J-135 301 .00 Zone Demand 30.00 J-134 304.00 Zone Demand 0.00 J-133 304.50 Zone Demand 0.00 J-132 295.00 Zone Demand 30.00 J-131 295.00 Zone Demand 0.00 J-130 300.00 Zone Demand 30.00 J-129 305.50 Zone Demand 0.00 J-128 305.50 Zone Demand 1,250.00 J-127 304.00 Zone Demand 0.00 J-126 303.00 Zone Demand 0.00 J-125 297.50 Zone Demand 0.00 J-124 297.50 Zone Demand 30.00 J-123 293.00 Zone Demand 000 J-122 295.00 Zone Demand 0.00 J-121 304.50 Zone Demand 0.00 J-120 305.00 Zone Demand 0.00 J-119 296.00 Zone Demand 0.00 Title: Heart of the Research Valley j:\1691 \02\watercad\college station2.wcd 06/14/07 09:41 :55AM Pattern Demand Calculated (gpm) Fixed 0.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 1,250.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Scenario: Base Steady State Analysis Junction Report Calculated Pressure Hydraulic Grad ~ (psi) (ft) 478.1 2 75.76 484.90 76.97 484.90 77 .62 479.28 76 .27 479.28 75 .83 486.32 81.48 476.66 71 .67 476.66 71.46 479.48 77.87 479.47 77 .43 482.75 78 .63 482.74 78 .20 484.18 80.12 484.14 79.24 484.14 77 .50 485.74 85.55 485.73 85.55 483.82 80 .18 484.13 79 .23 484.12 79.23 479.75 76.04 479.75 75.82 494.86 86.47 494.86 86.47 479.48 77.65 476.41 73.94 E-" 469.83 71 .10 478.64 75.56 478.64 75 .99 484.00 80 .69 484.00 80 .69 482.04 81 .79 482.04 80.92 476.67 74.49 477.23 74.52 484.73 81.66 Bury & Partners © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD 116.5 (6.5120) Page 2 of 6 Label Elevation Zone Type Base Flow (ft) (gpm) J-118 296.00 Zone Demand 30.00 J-117 299.00 Zone Demand 0.00 J-116 299.00 Zone Demand 100.00 J-115 306.50 Zone Demand 0.00 J-114 306.50 Zone Deman<;! 30.00 J-113 304.00 Zone Demand 0.00 J-112 305.00 Zone Demand 0.00 J-111 313.50 Zone Demand 0.00 J-110 31 4.00 Zone Demand 30.00 J-109 311 .50 Zone Demand 0.00 J-108 311 .50 Zone Demand 1,250.00 J-107 295.50 Zone Demand 0.00 J-106 295.00 Zone Demand 0.00 J-105 292.00 Zone Demand 0.00 J-104 291 .00 Zone Demand 0.00 J-103 310.50 Zone Demand 0.00 J-102 310.50 Zone Demand 500.00 J-101 290.00 Zone Demand 0.00 J-100 290.00 Zone Demand 0.00 J-99 303.50 Zone Demand 0.00 J-98 303.00 Zone Demand 0.00 J-97 308.00 Zone Demand 0.00 J-96 308.00 Zone Demand 0.00 J-95 305.00 Zone Demand 30.00 J-94 301 .00 Zone Demand 0.00 J-93 301.00 Zone Demand 0.00 J-90 289.00 Zone Demand 0.00 J-89 299.00 Zone Demand 0.00 J-88 298.50 Zone Demand 0.00 J-87 299.00 Zone Demand 0.00 J-86 299.00 Zone Demand 30.00 J-85 290.00 Zone Demand 0.00 J-84 290.00 Zone Demand 0.00 J-83 297.00 Zone Demand 0.00 J-82 297.00 Zone Demand 0.00 J-81 299.50 Zone Demand 0.00 Title: Heart of the Research Valley j:\1691\02\watercad\college statlon2. wed 06/14/07 09:41 :55 AM Pattern Demand Calculated (gpm) Fixed 30.00 Fixed 0.00 Fixed 100.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 000 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 1,250.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 500.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Scenario: Base Steady State Analysis Junction Report Calculated Pressure ~ydraulic Grad ~ (psi) (ft) 484.73 81.65 483.96 80.02 477.06 77.04 485.37 77.39 485.36 77.39 478.88 75.66 478.88 75.23 479.59 71.86 479.59 71.64 476.79 71.51 ~ 470.47 68.78 496.56 86.99 495.60 86.79 482.29 82.33 482.29 82.76 476.50 71.82 ~ 475.45 71.36 490.85 86.90 488.33 85.81 480.06 76.39 480.06 76.61 482.95 75.69 482.95 75.69 478.17 74.92 487.50 80.69 487.50 80.69 486.08 85.27 484.19 80.12 484.18 80.34 483.82 79.96 483.81 79.96 486.73 85.12 486.73 85.12 484.15 80.97 484.15 80.97 483.96 79.81 Bury & Partners © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120) Page 3 of6 Label Elevation Zone Type Base Flow (ft) (gpm) J-80 299.50 Zone Demand J-79 304.50 Zone Demand J-78 304.50 Zone Demand J-77 308.50 Zone Demand J-75 290.00 Zone Demand J-74 290.00 Zone Demand J-73 293.00 Zone Demand J-72 294.00 Zone Demand J-71 290.00 Zone Demand J-70 290.00 Zone Demand J-69 303.00 Zone Demand J-68 307.00 Zone Demand J-67 299.00 Zone Demand J-66 299.00 Zone Demand J-65 297.00 Zone Demand J-63 308.00 Zone Demand J-62 308.00 Zone Demand J-61 299.50 Zone Demand J-60 297.00 Zone Demand J-59 289.00 Zone Demand J-58 289.00 Zone Demand J-57 299.50 Zone Demand J-56 291 .50 Zone Demand J-55 291 .50 Zone Demand J-54 308.50 Zone Demand J-53 308.50 Zone Demand J-52 288.00 Zone Demand J-51 288.00 Zone Demand J-50 307.50 Zone Demand J-49 302.00 Zone Demand J-48 302.00 Zone Demand J-47 307.50 Zone Demand J-46 307.50 Zone Demand J-45 290.00 Zone Demand J-44 290.00 Zone Demand ' J-43 299.50 Zone Demand Title: Heart of the Research Valley j:\1691\02\watercad\college station2.wcd 06/14/07 09:41: 55 AM 0.00 0.00 30.00 0.00 0.00 0.00 0.00 30.00 0.00 0.00 30.00 30.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Pattern Demand Calculated (gpm) Fixed 0.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 0.00 Fixed 30.00 Fixed 30.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Scenario: Base Steady State Analysis Junction Report Calculated Pressure ~ydraulic Grad i (psi) (ft) 483.96 79.81 476.71 74.51 476.70 74.50 476.45 72.66 486.92 85.20 486.93 85.20 486.92 83.90 486.92 83.47 486.32 84.94 486.76 85.13 482.74 77.76 479.86 74.79 479.48 78.08 479.48 78.08 480.60 79.44 '476.79 73.03 476.77 73.02 484.19 79.91 484.19 80.99 486.08 85.27 486.08 85.27 479.48 77.87 477.03 80.27 477.01 80.26 476.45 72.66 476.45 72.66 486.72 85.98 486.72 85.98 484.06 76.39 480.74 77.33 480.82 77.37 483.86 76.30 483.71 76.24 486.74 85.12 486.74 85.12 484.19 79.91 Bury & Partners © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120] Page 4 of6 Label Elevation Zone Type Base Flow (ft) (gpm) J-41 308.50 Zone Demand J-40 308.50 Zone Demand J-39 308.50 Zone Demand J-38 290.00 Zone Demand J-37 290.00 Zone Demand J-36 297.50 Zone Demand J-35 297.50 Zone Demand J-34 305.00 Zone Demand J-33 305.00 Zone Demand J-32 303.50 Zone Demand J-31 303.50 Zone Demand J-30 298.50 Zone Demand J-29 298.50 Zone Demand J-28 302.50 Zone Demand J-27 302.50 Zone Demand J-26 306.50 Zone Demand J-25 306.50 Zone Demand J-24 301 .50 Zone Demand J-23 301 .50 Zone Demand J-22 302.00 Zone Demand J-21 297.00 Zone Demand J-20 299.00 Zone Demand J-19 299.00 Zone Demand J-18 304.50 Zone Demand J-17 314.00 Zone Demand J-16 314.00 Zone Demand J-15 314.00 Zone Demand J-14 304.50 Zone Demand J-13 304.50 Zone Demand J-12 299.50 Zone Demand J-11 299.50 Zone Demand J-10 297.00 Zone Demand J-9 297.00 Zone Demand J-8 302.00 Zone Demand J-7 302.00 Zone Demand J-6 302.00 Zone Demand Title: Heart of the Research Valley j:\1691\02\watercad\college station2.wcd 06/14/07 09:41 :55 AM 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00 0.00 0.00 30.00 0.00 Pattern Demand Calculated! (gpm) Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Scenario: Base Steady State Analysis Junction Report Calculated Pressure ~ydraulic Grad e (psi) (ft) 476.46 72.67 476.47 72.67 476.46 72.67 486.84 85.16 486.77 85.13 483.92 80.65 483.28 80.38 484.20 77.53 484.15 77.51 477.86 75.44 477.90 75.46 483.82 80.18 483.82 80.18 482.74 77.98 482.74 77.98 479.86 75.00 479.86 75.00 478.17 76.44 478.17 76.44 492.42 82.39 486.72 82.08 483.95 80.02 483.95 80.02 476.67 74.49 478.75 71.28 478.99 71 .38 478.87 71 .33 476.68 74.49 476.68 74.49 479.48 77.87 479.48 77.87 486.71 82.08 486.71 82.08 492.42 82.39 492.42 82.39 482.97 78.30 Bury & Partners © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120] Page 5 of6 Label Elevation Zone Type ' Base Flow (ft) (gpm) J-3 291.50 Zone Demand J-1 286.50 Zone Demand Title: Heart of the Research Valley j:\1691 \02\watercad\college station2.wcd 06/14/07 09:41 :55 AM 0.00 0.00 Pattern Demand Calculated (gpm) Fixed 0.00 Fixed 0.00 Scenario: Base Steady State Analysis Junction Report Calculated Pressure ~ydraulic Grade (psi) (ft) 476.92 80.22 491.98 88.03 Bury & Partners © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120] Page 6 of6 SUMMARY OF WATER MAIN NETWORK MODEL RESULTS 1300 Harvey Mitchell Parkway, College Station Texas SEE ATTACHED 27 PAGE TABULATION OF RESULTS AND SYSTEM PLAN PHASE ONE ONLY CONSTRUCTED Fire Flow in the area of the building with a FF of 313 .00 feet, building. Building fire flow at node 1320 500 gpm Fire Hydrant Flow at node 1290: 1250 gpm Fire Hydrant Flow at node J286: 1250 gpm MAXIMUM VELOCITY OF 10.44 FPS IN PIPE NUMBER: P242 MINIMUM PRESSURE 53 PSI IN ANY PIPE Fire Flow in the area of the building with a FF of 321.00 feet, building. Building fire flow at node 1308 500 gpm Fire Hydrant Flow at node J401 : 1250 gpm Fire Hydrant Flow at node 1300: 1250 gpm MAXIMUM VELOCITY OF 11.24 FPS IN PIPE NUMBER: P430 MINIMUM PRESSURE 53 PSI IN ANY PIPE PHASE ONE AND TWO CONSTRUCTED Fire Flow in the area of the building with a FF of 312.00 feet, building. Building fire flow at node Jl 50 500 gpm Fire Hydrant Flow at node 1133: 1250 gpm Fire Hydrant Flow at node Jl 12: 1250 gpm Fire Hydrant Flow at node J401: 1250 gpm Fire Hydrant Flow at node 1300: 1250 gpm MAXIMUM VELOCITY OF 11.24 FPS IN PIPE NUMBER: P430 MINIMUM PRESSURE 53 PSI IN ANY PIPE La be I Elevatior Zone Type Base Flow (ft) {gpm) J-402 288.00 Zone Demand 0.00 J-401 308.00 Zone Demand 0.00 J-400 308.00 Zone Demand 0.00 J-399 297.00 Zone Demand 30.00 J-398 296.00 Zone Demand 0 00 J-397 284.00 Zone Demand 0.00 J-362 288.50 Zone Demand 0.00 J-339 304.50 Zone Demand 0.00 J-338 297.00 Zone Demand 0.00 J-337 300.50 Zone Demand 0.00 J-335 308.00 Zone Demand 0.00 J-334 308.00 Zone Demand 30.00 J-333 311.50 Zone Demand 0.00 J-332 312.00 Zone Demand 30.00 J-330 298.50 Zone Demand 0.00 J-329 297.00 Zone Demand 30.00 J-328 312.50 Zone Demand 0.00 J-327 313.50 Zone Demand 30.00 J-326 302.00 Zone Demand 0.00 J-325 303.00 Zone Demand 30.00 J-324 300.00 Zone Demand 0.00 J-323 301.00 Zone Demand 30.00 J-321 300.00 Zone Demand 0.00 J-320 300.50 Zone Demand 500.00 J-319 300.50 Zone Demand 0.00 J-318 301.00 Zone Demand 30.00 J-317 298.00 Zone Demand 0.00 J-316 298.50 Zone Demand 30.00 J-31 5 308.00 Zone Demand 0.00 J-314 309.00 Zone Demand 30.00 J-313 304.00 Zone Demand 0.00 J-312 304.00 Zone. Demand 0.00 J-311 296.00 Zone Demand 0.00 J-310 296.50 Zone Demand 0.00 J-309 314.00 Zone Demand 0.00 J-308 314.50 Zone Demand 30.00 J-307 304.50 Zone Demand 0.00 J-306 304.00 Zone Demand 0.00 J-305 311 .50 Zone Demand 0 00 J-304 311 .50 Zone Demand 30.00 J-303 307.50 Zone Demand 30.00 J-302 308.50 Zone Demand 0.00 J-301 313.00 Zone Demand 0.00 J-300 312.50 Zone Demand 0.00 J-299 300.00 Zone Demand 0.00 J-298 300.50 Zone Demand 0.00 J-296 303.50 Zone Demand 0.00 J-29E 300.50 Zone Demand 0.00 J-294 300.50 Zone Demand 0.00 J-29: 304.00 Zone Demand 0.00 J-292 304.50 Zone Demand 30.00 J-29( 297.00 Zone Demand 1,250.00 ..______ ___ .. ··- Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Scenario: phase 1 only Steady State Analysis Junction Report Pattern Demand Calculated Calculated Hydraulic Grad (gpm) (ft) 0.00 420.34 0.00 445.77 000 445.77 30.00 420.34 000 420.34 0.00 420.34 0.00 460.44 0.00 450.80 0.00 420.62 0.00 420.12 0.00 447.37 30.00 447.36 0.00 443.71 30.00 443.71 0.00 421.76 30.00 421.76 0.00 439.19 30.00 439.19 0.00 425.29 30.00 425.29 0.00 441.32 30.00 441 .32 0.00 420.04 Fixe~ 500.00 418.74 Fixed 0.00 435.54 Fixed 30.00 435.53 Fixed 0.00 420.54 Fixed 30.00 420.54 Fixed 0.00 446.89 Fixed 30.00 446.89 Fixed 0.00 434.28 Fixed 0.00 434.28 Fixed 0.00 420.34 Fixed 0.00 420.34 Fixed 0.00 441 .97 Fixed 30.00 441 .97 Fixed 0.00 435.23 Fixed 0.00 435.23 Fixed 0.00 438.48 Fixed 30.00 438.47 Fixed 30.00 436.75 Fixed 0.00 436.76 Fixed 0.00 439.87 Fixed 0.00 439.87 Fixed 0.00 421.76 Fixed 0.00 421 .77 Fixed 000 450.16 Fixed 0.00 434.39 Fixed 0.00 434.39 Fixed 0.00 434.28 Fixed ~ 30.00 434.27 Fixed 1,250.00 414.99 -··-- Bury & Partners Pressure e (psi) 57.26 59.61 59.61 53.36 53.80 58.99 74.39 63.30 53.49 51 .75 60.30 60.29 57.20 56.98 53.33 53.98 54.81 54.38 53.34 52.91 61 .14 60.71 51 .94 51 .16 58.42 58.20 53.02 52.80 60.09 59.66 56.37 56.36 53.80 53.58 55.37 55.15 56.56 56.78 54.94 54.93 55.92 55.49 54.89 55.11 52.68 52.47 63.45 57.93 57.93 56.36 56.15 51 .05 ·- b- Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120) Title: Heart of the Research Valley j:\1691\02\watercad 072507\college station5.wcd 07127107 04:23:37 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of 2 Label Elevatior Zone Type Base Flow (ft) (gprn) J-289 304.50 Zone Demand 0.00 J-288 305.00 Zone Demand 30.00 J-286 300.50 Zone Demand 1,250.00 J-285 303.50 Zone Demand 0.00 J-284 303.50 Zone Demand 0.00 J-283 300.50 Zone Demand 0.00 J-282 300.50 Zone Demand 0.00 J-281 300.50 Zone Demand 0.00 J-280 304.50 Zone Demand 0.00 J-182 307.00 Zone Demand 0.00 J-181 302.00 Zone Demand 0.00 J-178 299.00 Zone Demand 0.00 J-176 301.00 Zone Demand 0.00 J-171 302.50 Zone Demand 0.00 J-170 302.00 Zone Demand 0.00 J-156 302.00 Zone Demand 0.00 J-149 288.00 Zone Demand 0.00 J-116 299.00 Zone Demand 100.00 J-32 303.50 Zone Demand 0.00 J-22 302.00 Zone Demand 0.00 J-8 302.00 Zone Demand 0.00 J-7 302.00 Zone Demand 30.00 J-1 288.50 Zone Demand 0.00 Fixed Fixed Scenario: ph ase 1 only Steady State Analysis Junction Report Pattern Demand Calculated Calculated Hydraulic Grad (gpm) (ft) 0.00 434.27 30.00 434.27 Fixed ~ 1,250.00 415.09 Fixed 0.00 431 .96 Fixed 0.00 434.29 Fixed 0.00 422.17 Fixed 0.00 421 .94 Fixed 0.00 422.06 Fixed 0.00 450.16 Fixed 0.00 466.72 Fixed 0.00 462.75 Fixed 0.00 434.25 Fixed 0.00 458.86 Fixed 0.00 463.69 Fixed 0.00 463.69 Fixed 0.00 455.57 Fixed 0.00 420.34 Fixed 100.00 434.25 Fixed 0.00 434.25 Fixed 0.00 462.73 Fixed 0.00 462.73 Fixed 30.00 462.73 Fixed 0.00 461 .76 Bury & Partners Pressure (psi) 56.15 55.93 49.58 55.58 56.59 52.64 52.54 52.59 63.02 69.10 69.55 58.52 68.30 69.74 69.95 66.44 57.26 58.52 56.57 69.54 69.54 69.54 74.96 Project Engineer: Dwayne Shappa WaterCAD v6.5 [6.5120] Title: Heart of the Research Valley j:\1691102\watercad 072507\college station5.wcd 07127107 04:23:37 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 2 of 2 Label Length Piamete; Material Hazen-Check (ft) (in) William: Valve? c P-450 30.00 6.0 PVC 150.0 false P-449 16.00 6.0 PVC 150.0 false P-448 57.00 10.0 PVC 150.0 false P-447 101 .00 10.0 PVC 150.0 false P-446 27.00 6.0 PVC 150.0 false P-445 14.00 8.0 PVC 150.0 false P-444 171 .00 8.0 PVC 150.0 false P-443 30.00 6.0 PVC 150.0 false P-442 29.00 10.0 PVC 150.0 false P-441 34.00 10.0 PVC 150.0 false P-440 92.00 8.0 PVC 150.0 false P-439 190.00 8.0 PVC 150.0 false P-438 114.00 10.0 PVC 150.0 false P-437 140.00 8.0 PVC 150.0 false P-435 104.00 10.0 PVC 150.0 false P-434 94.00 10.0 PVC 150.0 false P-433 104.00 10.0 PVC 150.0 false P-432 12.00 6.0 PVC 150.0 false P-431 86.00 8.0 PVC 150.0 false P-430 162.00 10.0 PVC 150.0 false P-429 11 .00 10.0 PVC 150.0 false P-428 19.00 6.0 PVC 150.0 false P-427 56.00 10.0 PVC 150.0 false P-426 27.00 8.0 PVC 150.0 false P-425 42.00 8.0 PVC 150.0 false P-422 110.00 8.0 PVC 150.0 false P-421 17.00 8.0 PVC 150.0 false P-420 6.00 8.0 PVC 150.0 false P-417 200.00 12.0 PVC 150.0 false P-414 328.00 10.0 PVC 150.0 false P-41 0 204.00 8.0 PVC 150.0 false P-409 69.00 8.0 PVC 150.0 false P-403 25.00 10.0 PVC 150.0 false P-394 19.00 10.0 PVC 150.0 false P-391 236.00 8.0 PVC 150.0 false Title: Heart of the Research Valley Minor Control Loss Status (:oefficien 0.00 Open 0.00 Open 0.35 Open 0.70 Open 1.28 Open 0.00 Open 0.35 Open 1.28 Open 0.35 Open 0.35 Open 0.45 Open 0.35 Open 0.70 Open 0.20 Open 0.35 Open 0.70 Open 0.35 Open 1.28 Open 0.70 Open 0.35 Open 0.35 Open 1.28 Open 0.35 Open 0.35 Open 0.35 Open 1.15 Open 0.35 Open 0.00 Open 0.45 Open 1.15 Open 0.35 Open 0.80 Open 0.35 Open 0.55 Open 0.55 Open Scenario: phase 1 only Steady State Analysis Pipe Report Discharge I pstream Structlii JDWnstream Structu (gpm) Hydraulic Grade Hydraulic Grade (ft) (ft) 0.00 420.34 420.34 0.00 445.77 445.77 -1,823.59 445.77 446.89 -1 ,823.59 443.71 445.77 30.00 420.34 420.34 -30.00 420.34 420.34 0.00 420.34 420.34 0.00 450.16 450.16 -1,763.59 439.19 439.87 -1,733.59 438.48 439.19 -203.59 420.04 420.12 296.41 420.34 420.04 -1 ,763.59 439.87 441 .97 -0.00 420.34 420.34 -1 ,793.59 441 .97 443.71 -1,703.59 436.76 438.48 -1,673.59 435.23 436.76 1,250.00 ~ 420.12 415.09 326.41 420.54 420.34 -1,883.59 447.37 450.16 -1,853.59 446.89 447.37 1,250.00 t::" 420.62 414.99 -1,673.59 434.29 435.23 -356.41 420.54 420.62 1,453.59 421 .77 420.12 -1,636.41 435.54 441.32 -1,606.41 434.39 435.54 -1,483.59 421.77 421 .94 -3,550.00 450.80 455.57 -100.00 434.25 434.28 -1,513.59 425.29 431 .96 -1 ,483.59 422.1 7 425.29 -130.00 434.28 434.28 -160.00 434.28 434.29 -1,666.41 441 .32 450.80 j:\1691 \02\watercad 072507\college stations.wed Bury & Partners l!'ressure Head loss Velocity Pipe Gradient (ft/s) Headlos1 (ft/1 OOOft) (ft} 0.00 0.00 0.00 0.00 0.00 0.00 1.12 19.67 7.45 2.06 20.35 7.45 0.00 0.17 0.34 0.00 0.02 0.19 0.00 0.00 0.00 0.00 0.00 0.00 0.67 23.24 7.20 0.72 21 .11 7.08 0.08 0.86 1.30 0.30 1.58 1.89 2.1 0 18.46 7.20 0.00 0.00 0.00 1.74 16.75 7.33 1.72 18.28 6.96 1.53 14.71 6.84 5.03 419.20 14.18 0.20 2.31 2.08 2.80 17.25 7.69 0.47 43.14 7.57 5.63 296.45 14.18 0.94 16.80 6.84 0.08 3.12 2.27 1.64 39.15 9.28 5.79 52.60 10.44 1.14 67.32 10.25 0.17 29.09 9.47 4.77 23.86 10.07 0.02 0.08 0.41 6.67 32.68 9.66 3.12 45.24 9.47 0.00 0.17 0.53 0.01 0.35 0.65 9.48 40.18 10.64 07127107 04:23:57 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 (6.5120] Page 1 of 3 Label Length Dia mete Material Hazen-Check (ft) (in) Williams Valve? c P-389 21 .00 10.0 PVC 150.0 false P-379 343.00 8.0 PVC 150.0 false P-374 31 .00 12.0 PVC 150.0 false P-373 1.00 48.0 PVC 150.0 false P-367 62.00 12.0 PVC 150.0 false P-366 65.00 12.0 PVC 150.0 false P-318 8.00 10.0 PVC 150.0 false P-306 27.00 6.0 PVC 150.0 false P-303 168.00 10.0 PVC 150.0 false P-302 19.00 6.0 PVC 150.0 false P-298 30.00 6.0 PVC 150.0 false P-295 18.00 12.0 PVC 150.0 false P-294 120.00 12.0 PVC 150.0 false P-293 47.00 6.0 PVC 150.0 false P-290 17.00 6.0 PVC 150.0 false P-287 27.00 6.0 PVC 150.0 false P-286 31.00 6.0 PVC 150.0 false P-285 49.00 12.0 PVC 150.0 false P-284 33.00 6.0 PVC 150.0 false P-282 27.00 6.0 PVC 150.0 false P-281 58.00 6.0 PVC 150.0 false P-277 4.00 8.0 PVC 150.0 false P-276 4.00 8.0 PVC 150.0 false P-272 54.00 6.0 PVC 150.0 false P-271 37.00 6.0 PVC 150.0 false P-270 47.00 6.0 PVC 150.0 false P-269 31 .00 8.0 PVC 150.0 false P-267 36.00 6.0 PVC 150.0 false P-264 42.00 6.0 PVC 150.0 false P-263 47.00 6.0 PVC 150.0 false P-262 33.00 6.0 PVC 150.0 false P-261 32.00 6.0 PVC 150.0 false P-260 11.00 6.0 PVC 150.0 false P-254 25.00 8.0 PVC 150.0 false P-253 98.00 8.0 PVC 150.0 false Title: Heart of the Research Valley Minor Control Loss Status Coefficien 0.35 Open 1.35 Open 0.00 Open 0.00 Open 0.20 Open 0.00 Open 1.28 Open 1.28 Open 1.15 Open 1.28 Open 1.28 Open 0.35 Open 0.35 Open 1.28 Open 1.28 Open 1.28 Open 1.28 Open 0.00 Open 1.28 Open 1.28 Open 1.28 Open 0.00 Open 0.00 Open 1.28 Open 1.28 Open 1.28 Open 0.35 Open 1.28 Open 1.28 Open 1.28 Open 0.20 Open 1.48 Open 0.00 Open 1.63 Open 0.80 Open Scenario: phase 1 only Steady State Analysis Pipe Report Discharge I pstream StructUi mwnstream Structu (gpm) Hydraulic Grade Hydraulic Grade (ft) (ft) -1 ,883.59 450.16 450.80 -1,606.41 420.62 434.39 3,580.00 467.36 466.72 3,580.00 307.00 307.00 3,550.00 460.44 458.86 3,550.00 461.76 460.44 -100.00 434.25 434.25 0.00 439.87 439.87 0.00 434.25 434.25 0.00 434.39 434.39 0.00 435.23 435.23 3,580.00 463.69 462.75 3,580.00 466.72 463.69 -30.00 439.19 439.19 -30.00 434.27 434.28 -30.00 438.47 438.48 -30.00 441.97 441 .97 3,550.00 462.75 461 .76 -30.00 446.89 446.89 30.00 436.76 436.75 -30.00 447.36 447.37 -1,483.59 422.06 422.17 1,483.59 422.06 421.94 -30.00 443.71 443.71 -30.00 435.53 435.54 -30.00 441.32 441.32 30.00 420.34 420.34 -30.00 420.54 420.54 -500.00 418.74 420.04 -30.00 425.29 425.29 -30.00 434.27 434.28 -30.00 434.28 434.28 -30.00 434.27 434.27 30.00 421 .77 421.76 30.00 421 .76 421.76 j:\1691\02\watercad 072507\college station5.wcd Bury & Partners e>ressure Head loss Velocity Pipe Gradient (ft/s) Headlos! (ft/1000ft) (ft) 0.64 30.59 7.69 13.77 40.14 10.25 0.64 20.63 10.16 0.00 0.03 0.63 1.57 25.40 10.07 1.32 20.32 10.07 0.00 0.48 0.41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.93 51.77 10.16 3.04 25.31 10.16 0.01 0.14 0.34 0.00 0.22 0.34 0.00 0.17 0.34 0.00 0.16 0.34 1.00 20.32 10.07 0.01 0.16 0.34 0.00 0.17 0.34 0.01 0.13 0.34 0.12 29.10 9.47 0.12 29.10 9.47 0.01 0.13 0.34 0.01 0.15 0.34 0.01 0.14 0.34 0.00 0.03 0.19 0.01 0.15 0.34 1.30 30.99 5.67 0.01 0.14 0.34 0.00 0.10 0.34 0.01 0.17 0.34 0.00 0.09 0.34 0.00 0.06 0.19 0.00 0.03 0.19 07127107 04:23:57 PM ~ Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120) Page 2 of 3 Label Length Pia meter Material Hazen-Check (ft) (in) Williams Valve? c P-252 50.00 8.0 PVC 150.0 false P-251 6.00 8.0 PVC 150.0 false P-76 5.00 8.0 PVC 150.0 false P-75 292.00 6.0 PVC 150.0 false P-74 7.00 8.0 PVC 150.0 false P-67 121 .00 6.0 PVC 150.0 false P-9 158.00 12.0 PVC 150.0 false Title: Heart of the Research Valley Minor Control1 Loss Status Coefficien 0.00 Open 1.48 Open 0.00 Open 0.00 Open 0.00 Open 1.28 Open 0.05 Open Scenario: phase 1 only Steady State Analysis Pipe Report Discharge l Upstream StructL.li lflwnstream Structu (gpm) Hydraulic Grade Hydraulic Grade (ft) (ft) -30.00 421 .76 421 .76 1,513.59 434.29 431 .96 -30.00 462.73 462.73 -30.00 462.73 462.75 -30.00 462.73 462.73 0.00 463.69 463.69 -3,550.00 455.57 458.86 j:\1691\02\watercad 072507\college stations.wed Bury & Partners e'ressure Head loss Velocity Pipe Gradient (ft/s) Headless (ft/1 OOOft) (ft) 0.00 0.02 0.19 2.33 387.64 9.66 0.00 0.02 0.19 0.03 0.09 0.34 0.00 0.02 0.19 0.00 0.00 0.00 3.29 20.81 10.07 07127107 04:23:57 PM ~ Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120] Page 3 of 3 Label Elevation Zone Type (ft) J-402 288.00 Zone Demand J-401 308.00 Zone Demand J-400 308.00 Zone Demand J-399 297.00 Zone Demand J-398 296.00 Zone Demand J-397 284.00 Zone Demand J-362 288.50 Zone Demand J-339 304.50 Zone Demand J-338 297.00 Zone Demand J-337 300.50 Zone Demand J-335 308.00 Zone Demand J-334 308.00 Zone Demand J-333 311 .50 Zone Demand J-332 312.00 Zone Demand J-330 298.50 Zone Demand J-329 297.00 Zone Demand J-328 312.50 Zone Demand J-327 313.50 Zone Demand J-326 302.00 Zone Demand J-325 303.00 Zone Demand J-324 300.00 Zone Demand J-323 301 .00 Zone Demand J-321 300.00 Zone Demand J-320 300.50 Zone Demand J-319 300.50 Zone Demand J-318 301 .00 Zone Demand J-317 298.00 Zone Demand J-316 298.50 Zone Demand J-315 308.00 Zone Demand J-314 309.00 Zone Demand J-313 304.00 Zone Demand J-312 304.00 Zone Demand J-311 296.00 Zone Demand J-310 296.50 Zone Demand J-309 314.00 Zone Demand J-308 314.50 Zone Demand J-307 304.50 Zone Demand J-306 304.00 Zone Demand J-305 311 .50 Zone Demand J-304 311.50 Zone Demand J-303 307.50 Zone Demand J-302 308.50 Zone Demand J-301 313.00 Zone Demand J-300 312.50 zone Demand J-299 300.00 Zone Demand J-298 300.50 Zone Demand J-296 303.50 Zone Demand J-295 300.50 Zone Demand J-294 300.50 Zone Demand J-293 304.00 Zone Demand J-292 304.50 Zone Demand J-290 297.00 Zone Demand ------------------------·---.. Title: Heart of the Research Valley Base Flow (gpm) 0.00 1,250.00 0.00 30.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00 0.00 30.00 0.00 30.00 0.00 30.00 0.00 30.00 0.00 30.00 0.00 30.00 0.00 30.00 0.00 30.00 0.00 30.00 0.00 0.00 0.00 0.00 0.00 500.00 0.00 0.00 0.00 30.00 30.00 0.00 0.00 1,250.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00 0.00 Fixed Scenario: phase 1 only Steady State Analysis Junction Report Pattern Demand Calculated Calculated iydraulic Grad (gpm) (ft) 0.00 442.38 Fixed ~ 1,250.00 439.06 Fixed 0.00 440.44 Fixed 30.00 442.38 Fixed 000 442.38 Fixed 0.00 442.38 Fixed 0.00 460.44 Fixed 0.00 450.80 Fixed 0.00 443.58 Fixed 0.00 440.29 Fixed 0.00 443.79 Fixed 30.00 443.78 Fixed 0.00 439.12 Fixed 30.00 439.11 Fixed 0.00 439.93 Fixed 30.00 439.93 Fixed 0.00 437.43 Fixed 30.00 437.43 Fixed 0.00 439.27 Fixed 30.00 439.26 Fixed 0.00 448.41 Fixed 30.00 448.40 Fixed 0.00 440.99 Fixed 30.00 440.98 Fixed 0.00 447.03 Fixed 30.00 447.03 Fixed 0.00 443.24 Fixed 30.00 443.24 Fixed 0.00 442.78 Fixed 30.00 442.78 Fixed 0.00 437.76 Fixed 0.00 437.76 Fixed 0.00 442.38 Fixed 0.00 442.39 Fixed 0.00 438.01 Fixed 500.00 436.88 Fixed 0.00 437.70 Fixed 0.00 437.70 Fixed 0.00 437.47 Fixed 30.00 437.47 Fixed 30.00 437.57 Fixed 0.00 437.58 Fixed 0.00 437.40 Fixed~ 1,250.00 431 .08 Fixed 0.00 439.94 Fixed 0.00 439.94 Fixed 0.00 449.47 Fixed 0.00 446.78 Fixed 0.00 446.78 Fixed 0.00 437.76 Fixed 30.00 437.75 Fixed 0.00 443.58 Pressure (psi) 66.79 56.71 57.30 62.90 63.33 68.53 74.39 63.30 63.42 60.48 58.75 58.75 55.22 55.00 61.19 61.84 54.05 53.62 59.39 58.95 64.21 63.77 61 .00 60.78 63.40 63.18 62.84 62.62 58.31 57.88 57.87 57.87 63.33 63.12 53.65 52.95 57.63 57.84 54.50 54.50 56.28 55.85 53.82 51 .31 60.54 60.33 63.15 63.29 63.29 57.87 57.65 63.42 ·---·-· --··------------------------------~ Bury & Partners Project Engineer: Dwayne Shoppa WaterCAD v6.5 (6.5120] j:\ 1691102\watercad 072507\colle9e station5.wcd 07127107 04:20:16 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of 2 Label Elevatior Zone Type Base Flow (ft) (gpm) J-289 304.50 Zone Demand 0.00 J-288 305.00 Zone Demand 30.00 J-286 300.50 Zone Demand 0.00 J-285 303.50 Zone Demand 000 J-284 303.50 Zone Demand 0.00 J-283 300.50 Zone Demand 0.00 J-282 300.50 Zone Demand 0.00 J-281 300.50 Zone Demand 0.00 J-280 304.50 Zone Demand 0.00 J-182 307.00 Zone Demand 0.00 J-181 302.00 Zone Demand 0.00 J-178 299.00 Zone Demand 0.00 J-176 301.00 Zone Demand 0.00 J-171 302.50 Zone Demand 0.00 J-170 302.00 Zone Demand 0.00 J-156 302.00 Zone Demand 0.00 J-149 288.00 Zone Demand 0.00 J-116 299.00 Zone Demand 100.00 J-32 303.50 Zone Demand 0.00 J-22 302.00 Zone Demand 0.00 J-8 302.00 Zone Demand 0.00 J-7 302.00 Zone Demand 30.00 J-1 288.50 Zone Demand 0.00 Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Scenario: phase 1 only Steady State Analysis Junction Report Pattern Demand Calculated Calculatecl Hydraulic Grad (gpm) (ft) 0.00 437.75 30.00 437.75 0.00 440.29 0.00 438.12 0.00 437.77 0.00 439.86 0.00 439.90 0.00 439.88 0.00 449.47 000 466.72 0.00 462.75 0.00 437.73 0.00 458.86 0.00 463.69 0.00 463.69 0.00 455.57 0.00 442.38 100.00 437.73 0.00 437.73 0.00 462.73 0.00 462.73 30.00 462.73 0.00 461.76 Bury & Partners Pressure e (psi) 57.65 57.44 60.48 58.25 58.09 60.29 60.31 60.30 62.72 69.10 69.55 60.02 68.30 69.74 69.95 66.44 66.79 60.02 58.08 69.54 69.54 69.54 74.96 Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120] Title: Heart of the Research Valley j:\1691102\watercad 072507\college station5.wcd 07127107 04:20:16 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203-755-1666 Page 2 of 2 Label Length Dia mete Material Hazen-Check Minor. (ft) (in) Williams Valve? Loss c Coefficien P-450 30.00 6.0 PVC 150.0 fa lse 0.00 P-449 16.00 6.0 PVC 150.0 false 0.00 P-448 57.00 10.0 PVC 150.0 false 0.35 P-447 101.00 10.0 PVC 150.0 false 0.70 P-446 27.00 6.0 PVC 150.0 false 1.28 P-445 14.00 8.0 PVC 150.0 false 0.00 P-444 171.00 8.0 PVC 150.0 false 0.35 P-443 30.00 6.0 PVC 150.0 false 1.28 P-442 29.00 10.0 PVC 150.0 false 0.35 P-441 34.00 10.0 PVC 150.0 false 0.35 P-440 92.00 8.0 PVC 150.0 false 0.45 P-439 190.00 8.0 PVC 150.0 false 0.35 P-438 114.00 10.0 PVC 150.0 false 0.70 P-437 140.00 8.0 PVC 150.0 false 0.20 P-435 104.00 10.0 PVC 150.0 false 0.35 P-434 94.00 10.0 PVC 150.0 false 0.70 P-433 104.00 10.0 PVC 150.0 false 0.35 P-432 12.00 6.0 PVC 150.0 false 1.28 P-431 86.00 8.0 PVC 150.0 false 0.70 P-430 162.00 10.0 PVC 150.0 false 0.35 P-429 11.00 10.0 PVC 150.0 false 0.35 P-428 19.00 6.0 PVC 150.0 false 1.28 P-427 56.00 10.0 PVC 150.0 false 0.35 P-426 27.00 8.0 PVC 150.0 false 0.35 P-425 42.00 8.0 PVC 150.0 false 0.35 P-422 110.00 8.0 PVC 150.0 false 1.15 P-421 17.00 8.0 PVC 150.0 false 0.35 P-420 6.00 8.0 PVC 150.0 false 0.00 P-417 200.00 12.0 PVC 150.0 false 0.45 P-414 328.00 10.0 PVC 150.0 false 1.15 P-410 204.00 8.0 PVC 150.0 false 0.35 P-409 69.00 8.0 PVC 150.0 false 0.80 P-403 25.00 10.0 PVC 150.0 false 0.35 P-394 19.00 10.0 PVC 150.0 false 0.55 P-391 236.00 8.0 PVC 150.0 false 0.55 Title: Heart of the Research Valley Control Status Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Open Scenario: phase 1 only Steady State Analysis Pipe Report Discharge l lpstream Structw !>wnstream Structu (gpm) Hydraulic Grade Hydraulic Grade (ft) (ft) 0.00 442.38 442.38 1,250.00 440.44 439.06 -2,692.45 440.44 442.78 -1,442.45 439.12 440.44 30.00 442.38 442.38 -30.00 442.38 442.38 -0.00 442.38 442.38 -0.00 449.47 449.47 337.55 437.43 437.40 367.55 437.47 437.43 647.55 440.99 440.29 677.55 442.39 440.99 -912.45 437.40 438.01 0.00 442.38 442.38 -1,412.45 438.01 439.12 397.55 437.58 437.47 427.55 437.70 437.58 0.00 440.29 440.29 707.55 443.24 442.39 -2,752.45 443.79 449.47 -2 ,722.45 442.78 443.79 0.00 443.58 443.58 427.55 437.77 437.70 -737.55 443.24 443.58 -647.55 439.94 440.29 -767.55 447.03 448.41 -737.55 446.78 447.03 617.55 439.94 439.90 -3 ,550.00 450.80 455.57 -100.00 437.73 437.76 587.55 439.27 438.12 617.55 439.86 439.27 -130.00 437.76 437.76 -160.00 437.76 437.77 -797.55 448.41 450.80 j:\1691\02\watercad 072507\college station5.wcd Bury & Partners e>ressure Headless Velocity Pipe Gradient (ftls) Head loss (ft/1 OOOft) (ft) 0.00 0.00 0.00 1.38 86.02 14.18 2.34 41.12 11.00 1.32 13.05 5.89 0.00 0.17 0.34 0.00 0.02 0.1 9 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.99 1.38 0.04 1.10 1.50 0.70 7.56 4.13 1.40 7.35 4.32 0.61 5.31 3.73 0.00 0.00 0.00 1.11 10.70 5.77 0.11 1.16 1.62 0.12 1.14 1.75 0.00 0.00 0.00 0.86 9.96 4.52 5.68 35.06 11 .24 1.00 91.30 11.12 0.00 0.00 0.00 0.07 1.28 1.75 0.34 12.44 4.71 0.36 8.48 4.13 1.37 12.48 4.90 0.26 15.06 4.71 0.03 5.74 3.94 4.77 23.86 10.07 0.02 0.08 0.41 1.14 5.61 3.75 0.59 8.54 3.94 0.00 0.17 0.53 0.01 0.35 0.65 2.40 10.15 5.09 07/27/07 04:19:31 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 ~ Project Engineer: Dwayne Shoppa WaterCAD V6.5 [6.5120) Page 1 of 3 Label Length !Dia mete Material Hazen-Check (ft) (in) William~ Valve? c P-389 21.00 10.0 PVC 150.0 false P-379 343.00 8.0 PVC 150.0 false P-374 31.00 12.0 PVC 150.0 false P-373 1.00 48.0 PVC 150.0 false P-367 62.00 12.0 PVC 150.0 false P-366 65.00 12.0 PVC 150.0 false P-318 8.00 10.0 PVC 150.0 false P-306 27.00 6.0 PVC 150.0 false P-303 168.00 10.0 PVC 150.0 false P-302 19.00 6.0 PVC 150.0 false P-298 30.00 6.0 PVC 150.0 false P-295 18.00 12.0 PVC 150.0 false P-294 120.00 12.0 PVC 150.0 false P-293 47.00 6.0 PVC 150.0 false P-290 17.00 6.0 PVC 150.0 false P-287 27.00 6.0 PVC 150.0 false P-286 31 .00 6.0 PVC 150.0 false P-285 49.00 12.0 PVC 150.0 false P-284 33.00 6.0 PVC 150.0 false P-282 27.00 6.0 PVC 150.0 false P-281 58.00 6.0 PVC 150.0 false P-277 4.00 8.0 PVC 150.0 false P-276 4.00 8.0 PVC 150.0 false P-272 54.00 6.0 PVC 150.0 false P-271 37.00 6.0 PVC 150.0 false P-270 47.00 6.0 PVC 150.0 false P-269 31.00 8.0 PVC 150.0 false P-267 36.00 6.0 PVC 150.0 false P-264 42.00 6.0 PVC 150.0 false P-263 47.00 6.0 PVC 150.0 false P-262 33.00 6.0 PVC 150.0 false P-261 32.00 6.0 PVC 150.0 false P-260 11.00 6.0 PVC 150.0 false P-254 25.00 8.0 PVC 150.0 false P-253 98.00 8.0 PVC 150.0 false Title: Heart of the Research Valley j:\1691 \02\watercad 072507\college stations.wed 07/27/07 04: 19:31 PM Minor Control Loss Status Coefficien 0.35 Open 1.35 Open 0.00 Open 0.00 Open 0.20 Open 0.00 Open 1.28 Open 1.28 Open 1.15 Open 1.28 Open 1.28 Open 0.35 Open 0.35 Open 1.28 Open 1.28 Open 1.28 Open 1.28 Open 0.00 Open 1.28 Open 1.28 Open 1.28 Open 0.00 Open 0.00 Open 1.28 Open 1.28 Open 1.28 Open 0.35 Open 1.28 Open 1.28 Open 1.28 Open 0.20 Open 1.48 Open 0.00 Open 1.63 Open 0.80 Open Scenario: phase 1 only Steady State Analysis Pipe Report Discharge l pstream Structt.Ji mwnstream Structu (gpm) Hydraulic Grade Hydraulic Grade (ft) (ft) -2,752.45 449.47 450.80 -737.55 443.58 446.78 3,580.00 467.36 466.72 3,580.00 307.00 307.00 3,550.00 460.44 458.86 3,550.00 461.76 460.44 -100.00 437.73 437.73 -1 ,250.00 431 .08 437.40 0.00 437.73 437.73 0.00 446.78 446.78 -0.00 437.70 437.70 3,580.00 463.69 462.75 3,580.00 466.72 463.69 -30.00 437.43 437.43 -30.00 437.75 437.76 -30.00 437.47 437.47 -500.00 436.88 438.01 3,550.00 462.75 461 .76 -30.00 442.78 442.78 30.00 437.58 437.57 -30.00 443.78 443.79 617.55 439.88 439.86 -617.55 439.88 439.90 -30.00 439.11 439.12 -30.00 447.03 447.03 -30.00 448.40 448.41 30.00 442.39 442.38 -30.00 443.24 443.24 -30.00 440.98 440.99 -30.00 439.26 439.27 -30.00 437.75 437.76 -30.00 437.76 437.76 -30.00 437.75 437.75 30.00 439.94 439.94 30.00 439.94 439.93 Bury & Partners E'ressure Head loss Velocity Pipe Gradient (ft/s) Head las! (ft/1 OOOft) (ft) 1.33 63.54 11 .24 3.20 9.33 4.71 0.64 20.63 10.16 0.00 0.03 0.63 1.57 25.40 10.07 1.32 20.32 10.07 0.00 0.48 0.41 6.32 234.10 14.18 0.00 0.00 000 0.00 0.00 0.00 0.00 0.00 0.0d 0.93 51 .77 10.16 3.04 25.31 10.16 0.01 0.1 4 0.34 o.oo 0.22 0.34 0.00 0.17 0.34 1.13 36.40 5.67 1.00 20.32 10.07 0.01 0.16 0.34 0.00 0.17 0.34 0.01 0.13 0.34 0.02 5.74 3.94 0.02 5.74 3.94 0.01 0.13 0.34 0.01 0.15 0.34 0.01 0.14 0.34 0.00 0.03 0.19 0.01 0.1 5 0.34 0.01 0.14 0.34 0.01 0.14 0.34 0.00 0.10 0.34 0.01 0.17 0.34 0.00 0.09 0.34 0.00 0.06 0.19 0.00 0.03 0.19 © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 ,,.. - ----- ~ Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120] Page 2 of 3 Label Length Pia meter Material Hazen-Check (ft) (in) William~ Valve? c P-252 50.00 8.0 PVC 150.0 false P-251 6.00 8.0 PVC 150.0 false P-76 5.00 8.0 PVC 150.0 false P-75 292.00 6.0 PVC 150.0 false P-74 7.00 8.0 PVC 150.0 false P-67 121.00 6.0 PVC 150.0 false P-9 158.00 12.0 PVC 150.0 false Title: Heart of the Research Valley j:\1691\02\watercad 072507\college stations.wed 07/27/07 04:19:31 PM Minor Control Loss Status K;oefficien 0.00 Open 1.48 Open 0.00 Open 0.00 Open 0.00 Open 1.28 Open 0.05 Open Scenario: phase 1 only Steady State Analysis Pipe Report Discharge l pstream StructL.li lflwnstream Structu (gpm) Hydraulic Grade Hydraulic Grade (ft) (ft) -30.00 439.93 439.93 -587.55 437.77 438.12 -30.00 462.73 462.73 -30.00 462.73 462.75 -30.00 462.73 462.73 0.00 463.69 463.69 -3,550.00 455.57 458.86 Bury & Partners e>ressure Head loss Velocity Pipe Gradient (ft/s) Headlos~ (ft/1 OOOft) (ft) 0.00 0.02 0.19 0.35 59.10 3.75 0.00 0.02 0.19 0.03 0.09 0.34 0.00 0.02 0.19 0.00 0.00 0.00 3.29 20.81 10.07 © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120] Page 3 of 3 Label Length IDiamete1 Material Hazen-Check (ft) (in) 'William! Valve? c P-450 30.00 6.0 PVC 150.0 false P-449 16.00 6.0 PVC 150.0 false P-448 57.00 10.0 PVC 150.0 false P-447 101.00 10.0 PVC 150.0 false P-446 27.00 6.0 PVC 150.0 false P-445 14.00 8.0 PVC 150.0 false P-444 171.00 8.0 PVC 150.0 false P-443 30.00 6.0 PVC 150.0 false P-442 29.00 10.0 PVC 150.0 false P-441 34.00 10.0 PVC 150.0 false P-440 92.00 8.0 PVC 150.0 false P-439 190.00 8.0 PVC 150.0 false P-438 114.00 10.0 PVC 150.0 false P-437 140.00 8.0 PVC 150.0 false P-435 104.00 10.0 PVC 150.0 false P-434 94.00 10.0 PVC 150.0 false P-433 104.00 10.0 PVC 150.0 false P-432 12.00 6.0 PVC 150.0 false P-431 86.00 8.0 PVC 150.0 false P-430 162.00 10.0 PVC 150.0 false P-429 11.00 10.0 PVC 150.0 false P-428 19.00 6.0 PVC 150.0 false P-427 56.00 10.0 PVC 150.0 false P-426 27.00 8.0 PVC 150.0 false P-425 42.00 8.0 PVC 150.0 false P-422 110.00 8.0 PVC 150.0 false P-421 17.00 8.0 PVC 150.0 false P-420 6.00 8.0 PVC 150.0 false P-417 200.00 12.0 PVC 150.0 false P-414 328.00 10.0 PVC 150.0 false P-41 0 204.00 8.0 PVC 150.0 false P-409 69.00 8.0 PVC 150.0 false P-403 25.00 10.0 PVC 150.0 false P-394 19.00 10.0 PVC 150.0 false P-391 236.00 8.0 PVC 150.0 false Title: Heart of the Research Valley j:\1691102\watercad 072507\college station5.wcd 07127107 04:31 :40 PM Minor Contra Loss Status Coefficien 0.00 Open 0.00 Open 0.35 Open 0.70 Open 1.28 Open 0.00 Open 0.35 Open 1.28 Open 0.35 Open 0.35 Open 0.45 Open 0.35 Open 0.70 Open 0.20 Open 0.35 Open 0.70 Open 0.35 Open 1.28 Open 0.70 Open 0.35 Open 0.35 Open 1.28 Open 0.35 Open 0.35 Open 0.35 Open 1.15 Open 0.35 Open 0.00 Open 0.45 Open 1.15 Open 0.35 Open 0.80 Open 0.35 Open 0.55 Open 0.55 Open Scenario: Base Steady State Analysis Pipe Report Discharge l pstream StructLI tDwnstream Structu (gpm) Hydraulic Grade Hydraulic Grade (ft) (ft) 0.00 483.78 483.78 0.00 485.59 485.59 -1 ,545.99 485.59 486.41 -1,545.99 484.09 485.59 30.00 483.47 483.46 202.54 483.47 483.45 232.54 483.64 483.47 0.00 488.83 488.83 -1 ,485.99 480.81 481.29 -1 ,455.99 480.29 480.81 748.87 481 .61 480.70 778.87 483.42 481 .61 -1 ,485.99 481 .29 482.82 232.54 483.78 483.64 -1 ,515.99 482.82 484.09 -1,425.99 479.07 480.29 -1,395.99 477.98 479.07 0.00 480.70 480.70 576.33 484.00 483.42 -1,605.99 486.76 488.83 -1 ,575.99 486.41 486.76 0.00 484.24 484.24 -1 ,395.99 477.31 477.98 -606.33 484.00 484.24 -748.87 480.23 480.70 -636.33 486.63 487.59 -606.33 486.45 486.63 718.87 480.23 480.18 -2,272.32 489.30 491 .37 -2,024.86 468.56 475.51 688.87 479.34 477.80 718.87 480.12 479.34 -2,054.86 475.51 476.34 -2,084.86 476.34 477.31 -666.33 487.59 489.30 Bury & Partners E'ressure Head loss Velocity Pipe Gradient (ft/s) Headlos! (ft/1 OOOft) (ft) 0.00 0.00 0.00 0.00 0.00 0.00 0.82 14.39 6.32 1.50 14.88 6.32 0.00 0.17 0.34 0.01 0.73 1.29 0.17 1.01 1.48 0.00 0.00 0.00 0.49 16.75 6.07 0.51 15.13 5.95 0.91 9.94 4.78 1.81 9.53 4.97 1.52 13.35 6.07 0.14 0.99 1.48 1.27 12.22 6.19 1.23 13.04 5.83 1.09 10.47 5.70 0.00 0.00 0.00 0.58 6.76 3.68 2.07 12.81 6.56 0.35 31.45 6.44 0.00 0.00 0.00 0.67 11 .92 5.70 0.23 8.56 3.87 0.47 11 .16 4.78 0.96 8.74 4.06 0.18 10.34 3.87 0.05 7.60 4.59 2.07 10.34 6.45 6.95 21.18 8.27 1.54 7.54 4.40 0.79 11.39 4.59 0.83 33.25 8.39 0.97 51 .03 8.52 1.71 7.26 4.25 © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203-755-1666 f I YtlS fLO W 0 ff-Jll- Project Engineer: Dwayne Shoppa WaterCAD v6.5 (6.5120] Page 1 of 5 Label Length 1Diamete1 Material Hazen-Check (ft) (in) Willia mi Valve? c P-389 21 .00 10.0 PVC 150.0 false P-384 11 .00 6.0 PVC 150.0 false P-383 25.00 6.0 PVC 150.0 false P-379 343.00 8.0 PVC 150.0 false P-376 32.00 8.0 PVC 150.0 false P-375 1.00 48.0 PVC 150.0 false P-374 31 .00 12.0 PVC 150.0 false P-373 1.00 48.0 PVC 150.0 false P-371 149.00 8.0 PVC 150.0 false P-370 10.00 8.0 PVC 150.0 false P-369 26.00 6.0 PVC 150.0 false P-368 33.00 6.0 PVC 150.0 false P-367 62.00 12.0 PVC 150.0 false P-366 65.00 12.0 PVC 150.0 false P-362 28.00 8.0 PVC 150.0 false P-361 75.00 6.0 PVC 150.0 false P-360 18.00 8.0 PVC 150.0 false P-357 112.00 8.0 PVC 150.0 false P-356 31.00 8.0 PVC 150.0 false P-355 36.00 8.0 PVC 150.0 false P-353 140.00 8.0 PVC 150.0 false P-352 7.00 6.0 PVC 150.0 false P-351 10.00 8.0 PVC 150.0 false P-350 97.00 8.0 PVC 150.0 false P-349 89.00 8.0 PVC 150.0 false P-348 30.00 8.0 PVC 150.0 false P-333 22.00 8.0 PVC 150.0 false P-332 106.00 8.0 PVC 150.0 false P-325 11 .00 8.0 PVC 150.0 false P-321 39.00 8.0 PVC 150.0 false P-320 29.00 6.0 PVC 150.0 false P-318 8.00 10.0 PVC 150.0 false P-306 27.00 6.0 PVC 150.0 false P-305 134.00 8.0 PVC 150.0 false P-304 8.00 8.0 PVC 150.0 false --··-·-· ···--- Title: Heart of the Research Valley Minor Control Loss Status Coefficien 0.35 Open 0.00 Open 0.20 Open 1.35 Open 0.10 Open 0.00 Open 0.00 Open 0.00 Open 0.70 Open 0.35 Open 1.28 Open 1.28 Open 0.20 Open 0.00 Open 0.35 Open 1.33 Open 0.35 Open 0.35 Open 0.20 Open 0.35 Open 0.35 Open 0.00 Open 0.20 Open 0.35 Open 0.35 Open 0.35 Open 0.35 Open 0.35 Open 0.35 Open 0.35 Open 0.20 Open 1.28 Open 1.28 Open 0.10 Open 0.35 Open Scenario: Base Steady State Analysis Pipe Report Discharge 1 Upstream Structtl wwnstream Structu (gpm) Hydraulic Grade Hydraulic Grade (It) (ft) -1 ,605.99 488.83 489.30 30.00 467.47 467.47 30.00 467.47 467.47 -606.33 484.24 486.45 1,667.68 495.36 494.03 1,667.68 295.50 295.50 2,302.32 496.51 496.22 2,302.32 307.00 307.00 -60.00 478.67 478.68 0.00 478.67 478.67 30.00 478.67 478.66 -30.00 478.66 478.67 2,272.32 493.49 492.81 2,272.32 494.07 493.49 -1, 135.14 450.63 451.41 30.00 450.63 450.62 -1,105.14 450.05 450.63 -1 ,375.14 478.71 481 .96 -90.00 478.70 478.71 1,894.86 454.15 451 .70 -30.00 478.68 478.68 0.00 478.68 478.68 -1,894.86 450.79 451.70 -644.86 450.10 450.79 1,195.14 462.89 460.83 1,225.14 463.83 462.89 -1 , 165.14 453.68 454.39 -1 ,165.14 451.41 453.68 -90.00 478.68 478.69 -30.00 467.47 467.47 0.00 467.47 467.47 -100.00 468.56 468.56 -0.00 481.29 481 .29 1,637.68 491 .97 487.12 1,667.68 492.87 491 .97 j:\1691\02\watercad 072507\college station5.wcd Bury & Partners E'ressure Head loss Velocity Pipe Gradient {ft/s) HeadlOS! (lt/1 OOOft) (ft) 0.47 22.50 6.56 0.00 0.09 0.34 0.00 0.10 0.34 2.22 6.46 3.87 1.33 41.63 10.64 0.00 0.00 0.30 0.28 9.11 6.53 0.00 0.00 0.41 0.01 0.09 0.38 0.00 0.00 0.00 0.00 0.17 0.34 0.01 0.16 0.34 0.68 10.97 6.45 0.58 8.89 6.45 0.78 27.91 7.25 0.01 0.12 0.34 0.57 31 .88 7.05 3.25 29.02 8.78 0.01 0.19 0.57 2.44 67.85 12.09 0.00 0.02 0.19 0.00 0.00 0.00 0.91 91.20 12.09 0.70 7.17 4.12 2.05 23.05 7.63 0.94 31.49 7.82 0.71 32.26 7.44 2.27 21 .43 7.44 0.00 0.32 0.57 0.00 0.03 0.19 0.00 0.00 0.00 0.00 0.48 0.41 0.00 0.00 0.00 4.85 36.20 10.45 0.90 113.09 10.64 07127107 04:31 :40 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 --- - Project Engineer: Dwayne Shoppa WaterCAD v6.5 (6.5120] Page 2 of 5 Label Length Diamete1 Material Hazen- (ft) (in) Willia mi c P-303 168.00 10.0 PVC 150.0 P-302 19.00 6.0 PVC 150.0 P-300 90.00 8.0 PVC 150.0 P-298 30.00 6.0 PVC 150.0 P-297 61 .00 8.0 PVC 150.0 P-296 50.00 8.0 PVC 150.0 P-295 18.00 12.0 PVC 150.0 P-294 120.00 12.0 PVC 150.0 P-293 47.00 6.0 PVC 150.0 P-292 9.00 8.0 PVC 150.0 P-291 10.00 8.0 PVC 150.0 P-290 17.00 6.0 PVC 150.0 P-289 83.00 8.0 PVC 150.0 P-288 2.00 8.0 PVC 150.0 P-287 27.00 6.0 PVC 150.0 P-286 31.00 6.0 PVC 150.0 P-285 49.00 12.0 PVC 150.0 P-284 33.00 6.0 PVC 150.0 P-282 27.00 6.0 PVC 150.0 P-281 58.00 6.0 PVC 150.0 P-277 4.00 8.0 PVC 150.0 P-276 4.00 8.0 PVC 150.0 P-275 119.00 8.0 PVC 150.0 P-274 31 .00 8.0 PVC 150.0 P-272 54.00 6.0 PVC 150.0 P-271 37.00 6.0 PVC 150.0 P-270 47.00 6.0 PVC 150.0 P-269 31 .00 8.0 PVC 150.0 P-267 36.00 6.0 PVC 150.0 P-266 128.00 8.0 PVC 150.0 P-265 18.00 8.0 PVC 150.0 P-264 42.00 6.0 PVC 150.0 P-263 47.00 6.0 PVC 150.0 P-262 33.00 6.0 PVC 150.0 P-261 32.00 6.0 PVC 150.0 -------·····--·· Title: Heart of the Research Valley Check Minor Control Valve? Loss Status ~oefficien false 1.15 Open false 1.28 Open false 0.35 Open false 1.28 Open false 0.45 Open false 0.45 Open false 0.35 Open false 0.35 Open false 1.28 Open false 0.05 Open false 0.35 Open false 1.28 Open false 0.35 Open false 0.20 Open false 1.28 Open false 1.28 Open false 0.00 Open false 1.28 Open false 1.28 Open false 1.28 Open false 0.00 Open false 0.00 Open false 1.28 Open false 1.48 Open false 1.28 Open false 1.28 Open false 1.28 Open false 0.35 Open false 1.28 Open false 0.20 Open false 0.35 Open false 1.28 Open false 1.28 Open false 0.20 Open false 1.48 Open *---- Scenario: Base Steady State Analysis Pipe Report Discharge I pstream Structlli ~wnstream Structu (gpm) Hydraulic Grade Hydraulic Grade (ft) (ft) -1,924.86 464.79 468.56 -0.00 486.45 486.45 -144.86 450.06 450.10 0.00 477.98 477.98 1,375.14 484.04 481.96 -262.54 483.96 484.04 2,302.32 494.90 494.50 2,302.32 496.22 494.90 -30.00 480.80 480.81 144.86 450.06 450.05 1,165.14 460.83 460.35 -30.00 475.51 475.51 -262.54 483.85 483.96 -232.54 483.84 483.85 -30.00 480.29 480.29 -30.00 482.81 482.82 2,272.32 494.50 494.07 -30.00 486.41 486.41 30.00 479.07 479.06 -30.00 486.75 486.76 718.87 480.15 480.12 -718.87 480.15 480.18 1,225.14 467.47 463.83 -30.00 467.47 467.47 -30.00 484.08 484.09 -30.00 486.62 486.63 -30.00 487.58 487.59 -202.54 483.42 483.45 -30.00 484.00 484.00 1,165.14 459.71 457.16 1,165.14 460.35 459.71 -30.00 481 .61 481 .61 -30.00 479.33 479.34 -30.00 476.33 476.34 -30.00 476.34 476.34 j:\1 691 \02\watercad 072507\college station5.wcd Bury & Partners e>ressure Head loss Velocity Pipe Gradient (ft/s) Headlosi (ft/1000ft) (ft) 3.77 22.46 7.86 0.00 0.00 0.00 0.04 0.44 0.92 0.00 0.00 0.00 2.08 34.10 8.78 0.08 1.57 1.68 0.40 21.99 6.53 1.33 11 .04 6.53 0.01 0.14 0.34 0.00 0.46 0.92 0.49 48.65 7.44 0.00 0.22 0.34 0.11 1.36 1.68 0.01 4.36 1.48 0.00 0.17 0.34 0.00 0.16 0.34 0.44 8.89 6.45 0.01 0.16 0.34 0.00 0.17 0.34 0.01 0.13 0.34 0.03 7.61 4.59 0.03 7.61 4.59 3.64 30.62 7.82 0.00 0.05 0.19 0.01 0.13 0.34 0.01 0.15 0.34 0.01 0.14 0.34 0.03 1.02 1.29 0.01 0.15 0.34 2.55 19.94 7.44 0.64 35.30 7.44 0.01 0.14 0.34 0.01 0.14 0.34 0.00 0.10 0.34 0.01 0.17 0.34 07127107 04:31 :40 PM <tJ Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120] Page 3 of S Label Length Piamete Material Hazen-Check (ft) (in) Willia mi Valve? c P-260 11.00 6.0 PVC 150.0 false P-254 25.00 8.0 PVC 150.0 false P-253 98.00 8.0 PVC 150.0 false P-252 50.00 8.0 PVC 150.0 false P-251 6.00 8.0 PVC 150.0 false P-128 4.00 6.0 PVC 150.0 false P-127 27.00 8.0 PVC 150.0 false P-126 32.00 6.0 PVC 150.0 false P-125 27.00 8.0 PVC 150.0 false P-121 34.00 6.0 PVC 150.0 false P-120 28.00 6.0 PVC 150.0 false P-111 4.00 6.0 PVC 150.0 false P-1 10 4.00 6.0 PVC 150.0 false P-109 4.00 6.0 PVC 150.0 false P-96 5.00 8.0 PVC 150.0 false P-95 49.00 8.0 PVC 150.0 false P-93 48.00 6.0 PVC 150.0 false P-92 14.00 6.0 PVC 150.0 false P-90 117.00 6.0 PVC 150.0 false P-89 7.00 6.0 PVC 150.0 false P-88 5.00 8.0 PVC 150.0 false P-87 26.00 8.0 PVC 150.0 false P-84 12.00 8.0 PVC 150.0 false P-83 85.00 8.0 PVC 150.0 false P-81 30.00 6.0 PVC 150.0 false P-80 8.00 8.0 PVC 150.0 false P-78 52.00 8.0 PVC 150.0 false P-76 5.00 8.0 PVC 150.0 false P-75 292.00 6.0 PVC 150.0 false P-74 7.00 8.0 PVC 150.0 false P-73 406.00 8.0 PVC 150.0 false P-72 36.00 6.0 PVC 150.0 false P-69 149.00 8.0 PVC 150.0 false P-67 121 .00 6.0 PVC 150.0 false P-62 56.00 6.0 PVC 150.0 false ~- Title: Heart of the Research Valley Minor Control1 Loss Status lcoefficien 0.00 Open 1.63 Open 0.80 Open 0.00 Open 1.48 Open 0.20 Open 0.10 Open 1.28 Open 1.48 Open 1.28 Open 1.28 Open 0.20 Open 0.20 Open 0.20 Open 0.10 Open 0.20 Open 0.20 Open 1.48 Open 1.48 Open 0.00 Open 0.10 Open 1.28 Open 1.48 Open 0.10 Open 1.28 Open 0.20 Open 0.20 Open 0.00 Open 0.00 Open 0.00 Open 0.35 Open 0.00 Open 0.00 Open 1.28 Open 0.20 Open Scenario: Base Steady State Analysis Pipe Report Discharge I pstream Structli ~wnstream Structu (gpm) Hydraulic Grade Hydraulic Grade (ft) (ft) -30 .00 476.33 476.33 30.00 480.23 480.23 30.00 480.23 480.23 -30.00 480.22 480.23 -688.87 477.31 477.80 30.00 478.66 478.66 -1,667.68 492.87 494.03 30.00 491 .97 491 .96 -30.00 ~ 478.68 478.68 -1,250.00 443.13 450.05 0.00 459.71 459.71 -30.00 450.61 450.61 -30.00 462.87 462.87 0.00 467.47 467.47 -232.54 483.83 483.84 -232.54 483.78 483.83 30.00 483.84 483.84 30.00 483.85 483.84 30.00 478.68 478.66 0.00 478.67 478.67 -90.00 478.69 478.69 -1,637.68 484.04 487.12 1,285.14 478.71 476.89 90.00 478.70 478.69 -30.00 454.14 454.15 -1 ,924.86 463.94 464.79 1,924.86 463.94 461.03 -30.00 494.48 494.48 -30.00 494.48 494.50 -30.00 494.48 494.48 -1,285.14 467.47 476.89 0.00 467.47 467.47 -1, 165.14 454.39 457.16 0.00 494.90 494.90 -30.00 462.87 462.88 j:\1691\02\watercad 072507\college stations.wed Bury & Partners e>ressure Head loss Velocity Pipe Gradient (ft/s) Headlosi (ft/1 OOOft) (ft) 0.00 0.09 0.34 0.00 0.06 0.19 0.00 0.03 0.19 0.00 0.02 0.19 0.49 81 .06 4.40 0.00 0.18 0.34 1.15 42.65 10.64 0.01 0.16 0.34 0.00 0.05 0.19 6.92 203.62 14.18 0.00 0.00 0.00 0.00 0.18 0.34 0.00 0.18 0.34 0.00 0.00 0.00 0.01 1.62 1.48 0.05 1.08 1.48 0.00 0.09 0.34 0.00 0.28 0.34 0.01 0.11 0.34 0.00 0.00 0.00 0.00 0.26 0.57 3.08 118.46 10.45 1.81 151 .15 8.20 0.01 0.17 0.57 0.00 0.16 0.34 0.85 105.72 12.29 2.92 56.14 12.29 0.00 0.02 0.19 0.03 0.09 0.34 0.00 0.02 0.19 9.42 23.20 8.20 0.00 0.00 0.00 2.77 18.60 7.44 0.00 0.00 0.00 0.01 0.09 0.34 07127107 04:31 :40 PM CO Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 <? ~ - Project Engineer: Dwayne Shoppa WaterCAD v6.5 (6.5120] Page 4 of 5 Label Length Diameter Material Hazen-Check (ft) (in) WilliamE Valve? c P-61 42.00 6.0 PVC 150.0 false P-59 19.00 6.0 PVC 150.0 false P-57 27.00 6.0 PVC 150.0 false P-54 13.00 6.0 PVC 150.0 false P-43 25.00 6.0 PVC 150.0 false P-42 49.00 6.0 PVC 150.0 false P-41 65.00 6.0 PVC 150.0 false P-40 11.00 6.0 PVC 150.0 false P-39 11.00 6.0 PVC 150.0 false P-38 26.00 6.0 PVC 150.0 false P-26 2.00 6.0 PVC 150.0 false P-9 158.00 12.0 PVC 150.0 false P-2 146.00 8.0 PVC 150.0 false Title: Heart of the Research Valley Minor Contro Loss Status Coefficien 1.38 Open 1.28 Open 1.28 Open 0.00 Open 1.28 Open 1.28 Open 0.20 Open 0.00 Open 0.00 Open 1.28 Open 0.00 Open 0.05 Open 0.00 Open Scenario: Base Steady State Analysis Pipe Report Discharge l pstream Structl.il l!>Wnstream Structu (gpm) Hydraulic Grade Hydraulic Grade (ft) (ft) -30.00 462.88 462.89 -30.00 &-467.47 467.47 -1,250.00 444.47 450.79 -30.00 483.84 483.84 -30.00 451.40 451 .41 -500.00 448.68 450.10 -30.00 450.61 450.62 -30.00 450.61 450.61 -30.00 462.87 462.87 -30.00 460.83 460.83 30.00 478.66 478.66 -2,272.32 491.37 492.81 1,924.86 461 .03 454.15 j:\1691\02\watercad 072507\college stations.wed Bury & Partners E?ressure Headloss ~elocity Pipe Gradient (ft/s) HeadlosE (ft/1 OOOft) (ft) 0.01 0.15 0.34 0.00 0.21 0.34 6.32 234.10 14.18 0.00 0.09 0.34 0.00 0.18 0.34 1.41 28.82 5.67 0.01 0.09 0.34 0.00 0.09 0.34 0.00 0.09 0.34 0.00 0.17 0.34 0.00 0.09 0.34 1.44 9.10 6.45 6.88 47.13 12.29 07127107 04:31 :40 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120] Page 5 of 5 La be I Elevation Zone Type (ft) J-402 288.00 Zone Demand J-401 308.00 Zone Demand J-400 308.00 Zone Demand J-399 297.00 Zone Demand J-398 296.00 Zone Demand J-397 284.00 Zone Demand J-365 303.00 Zone Demand J-364 303.00 Zone Demand J-363 288.00 Zone Demand J-362 288.50 Zone Demand J-360 304.00 Zone Demand J-339 304.50 Zone Demand J-338 297.00 Zone Demand J-337 300.50 Zone Demand J-335 308.00 Zone Demand J-334 308.00 Zone Demand J-333 311.50 Zone Demand J-332 312.00 Zone Demand J-330 298.50 Zone Demand J-329 297.00 Zone Demand J-328 312.50 Zone Demand J-327 313.50 Zone Demand J-326 302.00 Zone Demand J-325 303.00 Zone Demand J-324 300.00 Zone Demand J-323 .jUl:UU Lllne 1Jem"aml J-321 300.00 Zone Demand J-32( 300.50 Zone Demand J-3H 300.50 Zone Demand J-31E 301 .00 Zone Demand J-317 298.00 Zone Demand J..316 298.50 Zone Demand J..31! 308.00 Zone Demand J-314 309.00 Zone Demand J-31: 304.00 Zone Demand J-31; 304.00 Zone Demand J-311 296.00 Zone Demand J-3H 296.50 Zone Demand J..309 314.00 Zone Demand J..308 314.50 Zone Demand J-307 304.50 Zone Demand J-306 304.00 Zone Demand J-305 311 .50 Zone Demand J-304 311 .50 Zone Demand J-303 307.50 Zone Demand J-302 308.50 Zone Demand J-301 313.00 Zone Demand J-300 312.50 Zone Demand J-299 300.00 Zone Demand J-298 300.50 Zone Demand J-296 303.50 Zone Demand J-295 300.50 Zone Demand Base Flow (gpm) 0.00 Fixed 0.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 0.00 Fixed 000 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed .jU.UU t"IAt:U 0.00 Fixed 30.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 30.00 Fixed 0.00 Fixed 0.00 Fixed 000 Fixed 30.00 Fixed 30.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed 0.00 Fixed Scenario: Base Steady State Analysis Junction Report Pattern Demand Calculated Calculated Hydraulic Grad (gpm} (ft) 0.00 483.78 0.00 485.59 0.00 485.59 30.00 483.46 0.00 483.47 0.00 483.64 30.00 467.47 0.00 467.47 0.00 478.67 0.00 493.49 0.00 450.63 0.00 489.30 0.00 484.24 0.00 480.70 0.00 486.76 30.00 486.75 0.00 484.09 30.00 484.08 0.00 480.23 30.00 480.22 0.00 480.81 30.00 480.80 0.00 479.34 30.00 479.33 0.00 487.59 -lU.UU 401.00 0.00 481 .61 30.00 481.61 0.00 486.63 30.00 486.62 0.00 484.00 30.00 484.00 0.00 486.41 30.00 486.41 0.00 476.34 0.00 476.34 0 DO 483.45 0.00 483.42 0.00 482.82 30.00 482.81 0.00 477.98 0.00 477.98 0.00 48029 30.00 480.29 30.00 479.06 0.00 479.07 0.00 481 .29 0.00 481 .29 0.00 480.23 0.00 480.23 0.00 488.83 0.00 486.45 Pressure (psi} 84.70 76.83 76.83 80.67 81 .11 86.37 71 .16 71 .16 82.49 88.69 63.44 79.96 81.01 77.96 77.34 77.34 74.67 74.45 78.62 79.27 72.82 72.38 76.73 76.29 81 .16 OU.f.j 78.58 78.36 80.53 80.31 80.48 80.26 77.19 76.76 74.56 74.56 81 .10 80.87 73.04 72.82 75.06 75.27 73.03 73.03 74.23 73.80 72.81 73.03 77.98 77.76 80.18 80.45 Project Engineer: Dwayne Shoppa Bury & Partners WaterCAD v6.5 (6.5120] Title: Heart of the Research Valley j:\1691\02\watercad 072507\college stations.wed 07127107 04:31 : 15 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1of3 Label Elevation Zone Type Base Flow (ft) (gpm) J-294 300.50 Zone Demand 0.00 Fixed J-293 304.00 Zone Demand 0.00 Fixed J-292 304.50 Zone Demand 30.00 Fixed J-290 297.00 Zone Demand 0.00 Fixed J-289 304.50 Zone Demand 0.00 Fixed J-288 305.00 Zone Demand 30.00 Fixed J-286 300.50 Zone Demand 0.00 Fixed J-285 303.50 Zone Demand 0.00 Fixed J-284 303.50 Zone Demand 0.00 Fixed J-283 300.50 Zone Demand 0.00 Fixed J-282 300.50 Zone Demand 0.00 Fixed J-281 300.50 Zone Demand 0.00 Fixed J-280 304.50 Zone Demand 0.00 Fixed J-183 301.00 Zone Demand 0.00 Fixed J-182 307.00 Zone Demand 0.00 Fixed J-181 302.00 Zone Demand 0.00 Fixed J-180 304.00 Zone Demand 0.00 Fixed J-179 304.00 Zone Demand 0.00 Fixed J-178 299.00 Zone Demand 0.00 Fixed J-177 296.00 Zone Demand 0.00 Fixed J-176 301 .00 Zone Demand 0.00 Fixed J-174 300.00 Zone Demand 0.00 Fixed J-173 291.00 Zone Demand 0.00 Fixed J-172 292.00 Zone Demand 0.00 Fixed J-171 302.50 Zone Demand 0.00 Fixed J-170 302.00 Zone Demand 0.00 Fixed J-169 296.00 Zone Demand 0.00 Fixed J-168 290.00 Zone Demand 0.00 Fixed J-165 290.00 Zone Demand 0.00 Fixed J-164 290.00 Zone Demand 0.00 Fixed J-160 300.00 Zone Demand 0.00 Fixed J-159 305.00 Zone Demand 0.00 Fixed J-158 288.00 Zone Demand 30.00 Fixed J-157 289.00 Zone Demand 30.00 Fixed J-156 302.00 Zone Demand 0.00 Fixed J-154 303.00 Zone Demand 0.00 Fixed J-151 303.00 Zone Demand 0.00 Fixed J-150 304.00 Zone Demand 500.00 Fixed J-149 288.00 Zone Demand 0.00 Fixed J-144 301 .00 Zone Demand 0.00 Fixed J-143 302.00 Zone Demand 0.00 Fixed J-137 298.50 Zone Demand 0.00 Fixed J-134 304.00 Zone Demand 0.00 Fixed J-133 304.50 Zone Demand 1,250.00 Fixed J-132 295.00 Zone Demand 30.00 Fixed J-131 295.00 Zone Demand 0.00 Fixed J-127 304 .00 Zone Demand 0.00 Fixed J-126 303.00 Zone Demand 30.00 Fixed J-123 293.00 Zone Demand 0.00 Fixed J-122 295.00 Zone Demand 0.00 Fixed J-1 16 299.00 Zone Demand 100.00 Fixed J-113 304.00 Zone Demand 0.00 Fixed Scenario: Base Steady State Analysis Junction Report Pattern Demand Calculated Calculated ~ydraulic Grad (gpm) (ft) 0.00 486.45 0.00 475.51 30.00 475.51 0 00 . 484.24 0.00 . 476.33 30.00 476.33 0.00 480.70 0.00 477.80 000 477.31 0.00 480.12 0.00 480.18 0.00 480.15 0.00 488.83 0.00 467.47 0.00 496.22 0.00 494.50 0.00 450.06 0.00 451 .70 0.00 468.56 0.00 478.68 000 492.81 0.00 454.39 0.00 457.16 0.00 460.35 0.00 494.90 000 494.90 0.00 478.68 0.00 481 .96 0.00 478.70 0.00 483.96 0.00 467.47 0.00 450.62 30.00 478.66 30.00 478.66 0.00 491 .37 0.00 461 .03 0.00 450.10 500.00 448.68 0.00 483.78 0.00 462.89 0.00 462.88 0.00 467.47 0.00 450.05 1;250.00 443.13 30.00 491.96 0.00 491.97 0.00 454.15 30.00 454.14 0.00 459.71 0.00 459.71 100.00 468.56 0.00 450.79 Bury & Partners Pressure ~ (psi) 80.45 74.20 73.99 81 .01 74.34 74.13 77.96 75.41 75.20 77.71 77.74 77.73 79.75 72.03 81 .87 83.29 63.19 63.90 73.36 79.04 82.99 66.80 71 .89 72.84 83.24 83.46 79.04 83.05 81 .64 83.92 72.46 63.00 82.49 82.06 81.93 68.37 63.64 62.60 84.70 70.04 69.60 73.11 63.19 59.98 85.22 85.22 64.96 65.39 72.13 71 .26 73.36 63.51 G- ~ ~ Project Engineer: Dwayne Shoppa WaterCAD v6.5 (6.5120] Title: Heart of the Research Valley j:\1691\02\watercad 072507\college stalion5.wcd 07127107 04:31 :15 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA -+1-203-755-1666 Page 2 of 3 La be I Elevatior Zone Type Base Flow (ft) (gpm) J-1 12 305.00 Zone Demand 1,250.00 J-107 295.50 Zone Demand 0.00 J-106 295.00 Zone Demand 0 00 J-105 292.00 Zone Demand 0.00 J-104 291 .00 Zone Demand 30.00 J-101 290.00 Zone Demand 0.00 J-100 290.00 Zone Demand 0.00 J-99 303.50 Zone Demand 0.00 J-98 303.00 Zone Demand 30.00 J-87 299.00 Zone Demand 0.00 J-86 299.00 Zone Demand 30.00 J-85 290.00 Zone Demand 0.00 J-84 290.00 Zone Demand 0.00 J-75 290.00 Zone Demand 000 J-74 290.00 Zone Demand 0.00 J-73 293.00 Zone Demand 0.00 J-72 294.00 Zone Demand 30.00 J-71 290.00 Zone Demand 0.00 J-70 290.00 Zone Demand 0.00 J-69 303.00 Zone Demand 30.00 J-68 307.00 Zone Demand 30.00 J-65 297.00 Zone Demand 0.00 J-52 288.00 Zone Demand 0.00 J-51 288.00 Zone Demand 0.00 J-45 290.00 Zone Demand 0.00 J-44 290.00 Zone Demand 0.00 J-38 290.00 Zone Demand 0.00 J-37 290.00 Zone Demand 0.00 J-32 303.50 Zone Demand 0.00 J-31 303.50 Zone Demand 0.00 J-30 298.50 Zone Demand 0.00 J-29 298.50 Zone Demand 0.00 J-28 302.50 Zone Demand 0.00 J-27 302.50 Zone Demand 0.00 J-26 306.50 Zone Demand 0.00 J-25 306.50 Zone Demand 0.00 J-22 302.00 Zone Demand 0.00 J-21 297.00 Zone Demand 0.00 J-10 297.00 Zone Demand 30.00 J-9 297.00 Zone Demand 0.00 J-8 302.00 Zone Demand 0.00 J-7 302.00 Zone Demand 30.00 J-6 302.00 Zone Demand 0.00 J-1 288.50 Zone Demand 0.00 Title: Heart of the Research Valley Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Scenario: Base Steady State Analysis Junction Report Pattern Demand Calculated Calculated Hydraulic Grad (gpm) (ft) 1,250.00 444.47 0.00 494.03 0.00 492.87 0.00 460.83 30.00 460.83 0.00 487.12 0.00 484.04 0.00 451.41 30.00 451.40 0.00 467.47 30.00 467.47 0.00 478.68 0.00 478.68 0.00 483.84 0.00 483.85 0.00 483.84 30.00 483.84 0.00 476.89 0.00 478.71 30.00 462.87 30.00 450.61 0.00 453.68 0.00 478.67 0.00 478.67 0.00 478.69 0.00 478.69 0.00 483.84 0.00 483.83 0.00 464.79 0.00 463.94 0.00 467.47 0.00 467.47 0.00 462.87 0.00 462.87 0.00 450.61 000 450.61 0.00 494.48 0.00 478.66 30.00 478.66 0.00 478.66 0.00 494.48 30.00 494.48 0.00 463.83 0.00 494.07 Bury & Partners Pressure (psi) 60.34 85.89 85.61 73.05 73.48 85.28 83.95 63.99 64.21 72.89 72.89 81 .63 81.63 83.87 83.87 82.57 82.13 80.86 81 .64 69.17 62.13 67.79 82.49 82.49 81 .64 81 .64 83.86 83.86 69.78 69.42 73.11 73.11 69.39 69.39 62.35 62.35 83.28 78.60 78.60 78.60 83.28 83.28 70.02 88.94 &-- Project Engineer Dwayne Shoppa WaterCAD v6.5 [6.5120] j:\1691 \02\watercad 072507\college station5. wed 07127107 04:31:15 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 3 of 3 Label Elevation Zone Type Base Flow (ft) (gpm) J-402 288.00 Zone Demand 0.00 J-401 308.00 Zone Demand 1,250.00 J-400 308.00 Zone Demand 0.00 J-399 297.00 Zone Demand · 30.00 J-398 296.00 Zone Demand 0.00 J-397 284.00 Zone Demand 0.00 J-365 303.00 Zone Demand 30.00 J-364 303.00 Zone Demand 0.00 J-363 288.00 Zone Demand 0.00 J-362 288.50 Zone Demand 0.00 J-360 304.00 Zone Demand 0.00 J-339 304.50 Zone Demand 0.00 J-338 297.00 Zone Demand 0.00 J-337 300.50 Zone Demand 0.00 J-335 308.00 Zone Demand 0.00 J-334 308.00 Zone Demand 30.00 J-333 311 50 Zone Demand 000 J-332 312.00 Zone Demand 30.00 J-330 298.50 Zone Demand 0.00 J-329 297.00 Zone Demand 30.00 J-328 312.50 Zone Demand 0.00 J-327 313.50 Zone Demand 30.00 J-326 302.00 Zone Demand 0.00 J-325 303.00 Zone Demand 30.00 J-324 300.00 Zone Demand 0.00 J-323 301 .00 Zone Demand 30.00 J-321 300.00 Zone Demand 0.00 J-320 300.50 Zone Demand 30.00 J-319 300.50 Zone Demand 0.00 J-318 301 .00 Zone Demand 30.00 J-317 298.00 Zone Demand 0.00 J-316 298.50 Zone Demand 30.00 J-315 308.00 Zone Demand 0.00 J-314 309.00 Zone Demand 30.00 J-313 304.00 Zone Demand 0.00 J-312 304.00 Zone Demand 0.00 J-311 296.00 Zone Demand 0.00 J-310 296.50 Zone Demand 0.00 J-309 314.00 Zone Demand 0.00 J-308 314.50 Zone Demand 500.00 J-307 304.50 Zone Demand 0.00 J-306 304.00 Zone Demand 0.00 J-305 311 .50 Zone Demand 0.00 J-304 311 .50 Zone Demand 30.00 J-303 307.50 Zone Demand 3000 J-302 308.50 Zone Demand 0.00 J-301 313.00 Zone Demand 0.00 J-300 312.50 Zone Demand 1,250.00 J-299 300.00 Zone Demand 000 J-298 300.50 Zone Demand 0.00 J-296 303.50 Zone Demand 0.00 J-295 300.50 Zone Demand 0.00 Scenario: Base Steady State Analysis Junction Report Pattern Demand Calculated Calculated iydraullc Grad (gpm) (ft) Fixed{:---0.00 486.94 Fixed 1,250.00 476.25 Fixed 0.00 477.62 Fixed 30.00 484.57 Fixed 0.00 484.58 Fixed 0.00 485.89 Fixed 30.00 484.04 Fixed 000 484.04 Fixed 0.00 487.08 Fixed 0.00 489.52 Fixed 0.00 480.15 Fixed 0.00 484.68 Fixed 0.00 484.23 Fixed 0.00 481.48 Fixed 0.00 479.88 Fixed 30.00 479.87 Fixed 000 477.04 Fixed 30.00 477.03 Fixed 0.00 481.01 Fixed 30.00 481.01 Fixed 0.00 476.58 Fixed 30.00 476.58 Fixed 0.00 480.12 Fixed 30.00 480.12 Fixed 0.00 484.48 Fixed 30.00 484.48 Fixed 0.00 482.39 Fixed 30.00 482.38 Fixed 0.00 484.40 Fixed 30.00 484.39 Fixed 0.00 484.22 Fixed 30.00 484.21 Fixed 0.00 479.21 Fixed 30.00 479.20 Fixed 0.00 478.12 Fixed 0.00 478.12 Fixed 0.00 484.49 Fixed 0.00 484.19 Fixed~ 0.00 476.55 Fixed 500.00 475.42 Fixed 0.00 477.80 Fixed 0.00 477.80 Fixed 0.00 476.78 Fixed 30.00 476.77 Fixed 30.00 477.29 Fixed 0.00 477.29 Fixed&:--0.00 476.42 Fixed 1,250.00 470.10 Fixed 0.00 481.01 Fixed 0.00 481.01 Fixed 0.00 483.77 Fixed 0.00 484.39 -- Bury & Partners Pressure (psi) 86.07 72.79 73.39 81 .15 81 .59 87.35 78.33 78.33 86.13 86.97 76.21 77.95 81 .01 78.30 74.36 74.36 71 .62 71.40 78.96 79.61 70.99 70.56 77.07 76.63 79.82 79.38 78.91 78.69 79.56 79.35 80.57 80.35 74.07 73.64 75.34 75.33 81 .55 81 .20 70.33 69.62 74.98 75.19 71.5.1 71.51 73.46 73.03 70.70 68.19 78.31 78.10 78.00 79.56 ·--- flfU ... FL~ QF-F32-\ Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120] Title: Heart of the Research Valley j:\1691 \02\watercad 072507\colle9e stations.wed 07127107 04:28:13 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203-755-1666 Page 1 of3 Label Elevation Zone Type Base Flow (ft) (gpm) J-294 300.50 Zone Demand 000 J-293 304.00 Zone Demand 0.00 J-292 304.50 Zone Demand 30.00 J-290 297.00 Zone Demand 0.00 J-289 304.50 Zone Demand 0.00 J-288 305.00 Zone Demand 30.00 J-286 300.50 Zone Demand 0.00 J-285 303.50 Zone Demand 0.00 J-284 303.50 Zone Demand 0.00 J-283 300.50 Zone Demand 0.00 J-282 300.50 Zone Demand 0.00 J-281 300.50 zone Demand 0.00 J-280 304.50 Zone Demand 0.00 J-1 83 301 .00 Zone Demand 0.00 J-182 307.00 Zone Demand 0.00 J-181 302.00 Zone Demand 0.00 J-180 304.00 Zone Demand 0.00 J-179 304.00 Zone Demand 0.00 J-178 299.00 Zone Demand 0.00 J-177 296.00 Zone Demand 0.00 J-176 301 .00 Zone Demand 0.00 J-174 300.00 Zone Demand 0.00 J-173 291 .00 Zone Demand 0.00 J-172 292.00 Zone Demand 0.00 J-171 302.50 Zone Demand 0.00 J-170 302.00 Zone Demand 0.00 J-169 296.00 Zone Demand 0.00 J-168 290.00 Zone Demand 0.00 J-165 290.00 Zone Demand 0.00 J-164 290.00 Zone Demand 0.00 J-160 300.00 Zone Demand 0.00 J-159 305.00 Zone Demand 0.00 J-158 288.00 Zone Demand 30.00 J-157 289.00 Zone Demand 30.00 J-156 302.00 Zone Demand 0.00 J-154 303.00 Zone Demand 0.00 J-151 303.00 Zone Demand 0.00 J-15C 304.00 Zone Demand 30.00 J-149 288.00 Zone Demand 0.00 J-1 44 301 .00 Zone Demand 0.00 J-143 302.00 Zone Demand 0.00 J-137 298.50 Zone Demand 0.00 J-134 304.00 Zone Demand 0.00 J-133 304.50 Zone Demand 0.00 J-132 295.00 Zone Demand 30.00 J-131 295.00 Zone Demand 0.00 J-127 304.00 Zone Demand 0.00 J-126 303.00 Zone Demand 30.00 J-123 293.00 Zone Demand 0.00 J-122 295.00 Zone Demand 0.00 J-116 299.00 Zone Demand 100.00 J-113 304.00 Zone Demand 0.00 Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Scenario: Base Steady State Analysis Junction Report Pattern Demand Calculated Calculated ~ydraulic Grad (gpm) (ft) 0.00 484.39 0.00 478.14 30.00 478.14 0.00 484.23 0.00 478.12 30.00 478.12 0.00 481.48 0.00 478.59 0.00 478.11 0.00 480.90 0.00 480.97 0.00 480.94 0.00 483.77 0.00 484.04 0.00 492.67 0.00 490.69 0.00 480.01 0.00 479.27 0.00 478.34 0.00 487.09 0.00 488.73 0.00 480.98 0.00 481 .61 0.00 482.33 0.00 491 .15 0.00 491 .15 0.00 487.09 0.00 488.12 0.00 487 .11 0.00 488.23 0.00 484.04 0.00 480.14 30.00 487.07 30.00 487.07 0.00 487.07 0.00 478.74 0.00 479.66 30.00 479.65 0.00 486.94 0.00 482.91 0.00 482.91 0.00 484.04 0.00 480.04 0.00 480.04 30.00 495.09 0.00 495.09 0.00 479.12 30.00 479.11 000 482.19 0.00 482.19 100.00 478.34 0 00 479.32 Bury & Partners Pressure ~ (psi) 79.56 75.34 75.13 81 .01 75.12 74.90 78.30 75.75 75.55 78.05 78.08 78.07 77.56 79.19 80.33 81.64 76.15 75.83 77.59 82.67 81 .22 78.30 82.47 82.34 81.62 81 .83 82.67 85.72 85.28 85.76 79.62 75.78 86.13 85.70 80.07 76.03 76.43 75.99 86.07 78.71 78.27 80.27 76.17 75.95 86.57 86.57 75.77 76.20 81.85 80.99 77.59 75.85 Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120] Title: Heart of the Research Valley j:\1691\02\watercad 072507\college station5.wcd 07127107 04:28:13 PM © Haestad Methods. Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 2 of 3 La be I Elevation Zone Type Base Flow (ft) (gpm) J-112 305.00 Zone Demand 0 00 J-107 295.50 Zone Demand 0.00 J-106 295.00 Zone Demand 0.00 J-105 292.00 Zone Demand 0.00 J-104 291 .00 Zone Demand 30.00 J-101 290.00 Zone Demand 0.00 J-100 290.00 Zone Demand 000 J-99 303.50 Zone Demand 0.00 J-98 303.00 Zone Demand 30.00 J-87 299.00 Zone Demand 0.00 J-86 299.00 Zone Demand 30.00 J-85 290.00 Zone Demand 0.00 J-84 290.00 Zone Demand 000 J-75 290.00 Zone Demand 0.00 J-74 290.00 Zone Demand 0.00 J-73 293.00 Zone Demand 0.00 J-72 294.00 Zone Demand 30.00 J-71 290.00 Zone Demand 0.00 J-70 290.00 Zone Demand 0.00 J-69 303.00 Zone Demand 30.00 J-68 307.00 Zone Demand 30.00 J-65 297.00 Zone Demand 0.00 J-52 288.00 Zone Demand 0.00 J-51 288.00 Zone Demand 0.00 J-45 290.00 Zone Demand 0.00 J-44 290.00 Zone Demand 0.00 J-38 290.00 Zone Demand 0.00 J-37 290.00 Zone Demand 0.00 J-32 303.50 Zone Demand 0.00 J-31 303.50 Zone Demand 0.00 J-30 298.50 Zone Demand 0.00 J-29 298.50 Zone Demand 0.00 J-28 302.50 Zone Demand 0.00 J-27 302.50 Zone Demand 0.00 J-26 306.50 Zone Demand 0.00 J-25 306.50 Zone Demand 0.00 J-22 302.00 Zone Demand 0.00 J-21 297.00 Zone Demand 0.00 J-10 297.00 Zone Demand 30.00 J-9 297.00 Zone Demand 0.00 J-8 302.00 Zone Demand 0.00 J-7 302.00 Zone Demand 30.00 J-6 302.00 Zone Demand 0.00 J-1 288.50 Zone Demand 0.00 Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Scenario: Base Steady State Analysis Junction Report Pattern Demand Calculated Calculated Hydraulic Grad (gpm) (ft) 0.00 479.32 0.00 496.74 0.00 495.81 0.00 482.43 30.00 482.42 0.00 491 .20 000 488.76 0.00 480.31 30.00 480.31 0.00 484.04 30.00 484.03 0.00 487.09 0.00 487.09 0.00 487.48 0.00 487.48 0.00 487.47 30.00 487.47 0.00 486.65 0.00 487.12 30.00 482.90 30.00 480.14 0.00 480.82 0.00 487.08 0.00 487.08 0.00 487.1 0 0.00 487.09 0.00 487.41 000 487.34 0.00 478.54 0.00 478.58 0.00 484.04 0.00 484.04 0.00 482.90 000 482.90 0.00 480.14 0.00 480.14 0.00 490.66 0.00 487.07 30.00 487.07 0.00 487.07 0.00 490.66 30.00 490.66 0.00 483.15 0.00 490.18 Bury & Partners Pressure e (psi) 75.42 87.07 86.88 82.39 82.82 87.05 85.99 76.50 76.71 80.06 80.05 85.27 85.27 85.44 85.44 84.14 83.71 85.08 85.28 77.84 74.91 79.53 86.13 86.13 85.27 85.27 85.41 85.38 75.73 75.75 80.27 80.27 78.05 78.05 75.13 75.12 81.62 82.24 82.24 82.24 81 .62 81 .62 78.37 87.26 Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120] Title: Heart of the Research Valley j:\1691\02\watercad 072507\college stations.wed 07127107 04:28:13 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 3 of3 Label Length Piamete1 Material Hazen-Check (ft) (in) William! Valve? c P-450 30.00 6.0 PVC 150.0 false P-449 16.00 6.0 PVC 150.0 false P-448 57.00 10.0 PVC 150.0 false P-447 101.00 10.0 PVC 150.0 false P-446 27.00 6.0 PVC 150.0 false P-445 14.00 8.0 PVC 150.0 false P-444 171 .00 8.0 PVC 150.0 false P-443 30.00 6.0 PVC 150.0 false P-442 29.00 10.0 PVC 150.0 false P-441 34.00 10.0 PVC 150.0 false P-440 92.00 8.0 PVC 150.0 false P-439 190.00 8.0 PVC 150.0 false P-438 114.00 10.0 PVC 150.0 false P-437 140.00 8.0 PVC 150.0 false P-435 104.00 10.0 PVC 150.0 false P-434 94.00 10.0 PVC 150 .0 false P-433 104.00 10.0 PVC 150.0 false P-432 12.00 6.0 PVC 150.0 false P-431 86.00 8.0 PVC 150.0 false P-430 162.00 10.0 PVC 150.0 false P-429 11 .00 10.0 PVC 150 .0 false P-428 19.00 6.0 PVC 150.0 false P-427 56.00 10.0 PVC 150.0 false P-426 27.00 8.0 PVC 150.0 false P-425 42.00 8.0 PVC 150.0 false P-422 110.00 8.0 PVC 150.0 false P-421 17.00 8.0 PVC 150.0 false P-420 6.00 8.0 PVC 150.0 false P-417 200.00 12.0 PVC 150.0 false P-414 328.00 10.0 PVC 150.0 false P-410 204.00 8.0 PVC 150.0 false P-409 69.00 8.0 PVC 150.0 false P-403 25.00 10.0 PVC 150.0 false P-394 19.00 10.0 PVC 150.0 false P-391 236.00 8.0 PVC 150.0 false Title: Heart of the Research Valley Minor Contro Loss Status k::oefficien 0.00 Open 0.00 Open 0.35 Open 0.70 Open 1.28 Open 0.00 Open 0.35 Open 1.28 Open 0.35 Open 0.35 Open 0.45 Open 0.35 Open 0.70 Open 0.20 Open 0.35 Open 0.70 Open 0.35 Open 1.28 Open 0.70 Open 0.35 Open 0.35 Open 1.28 Open 0.35 Open 0.35 Open 0.35 Open 1.15 Open 0.35 Open 0.00 Open 0.45 Open 1.15 Open 0.35 Open 0.80 Open 0.35 Open 0.55 Open 0.55 Open Scenario: Base Steady State Analysis Pipe Report Discharge I pstream StructLI mwnstream Structu (gpm) Hydraulic Grade Hydraulic Grade (ft) (ft) 0.00 t:::--486.94 486.94 1,250.00 477.62 476.25 -2, 188.80 477.62 479.21 -938.80 477.04 477.62 30.00 484.58 484.57 660.12 484.58 484.49 690.12 485.89 484.58 -0.00 483.77 483.77 841.20 476.58 476.42 871.20 476.78 476.58 746.78 482.39 481.48 776.78 484.19 482.39 -408.80 476.42 476.55 690.12 486.94 485.89 -908.80 476.55 477.04 901 .20 477.29 476.78 931.20 477.80 477.29 0.00 481.48 481.48 116.66 484.22 484.19 -2,248.80 479.88 483.77 -2,218.80 479.21 479.88 0.00 484.23 484.23 931 .20 478.11 477.80 -146.66 484.22 484.23 -746.78 481.01 481.48 -176.66 484.40 484.48 -146.66 484.39 484.40 716.78 481 .01 480.97 -2,455.46 484.68 487.07 304.42 478.34 478.14 686.78 480.12 478.59 716.78 480.90 480.12 274.42 478.14 478.12 244.42 478.12 478.11 -206.66 484.48 484.68 j:\1691\02\watercad 072507\college stations.wed Bury & Partners e>ressure Head loss Velocity Pipe Gradient (fUs) HeadlOS! (ft/1 OOOft) (ft) 0.00 0.00 0.00 1.38 86.02 14.18 1.58 27.78 8.94 0.58 5.79 3.83 0.00 0.17 0.34 0.09 6.49 4.21 1.31 7.67 4.40 0.00 0.00 0.00 0.16 5.64 3.44 0.19 5.69 3.56 0.91 9.89 4.77 1.80 9.48 4.96 0.13 1.17 1.67 1.05 7.48 4.40 0.49 4.68 3.71 0.51 5.46 3.68 0.51 4.90 3.80 0.00 0.00 0.00 0.03 0.33 0.74 3.89 24.03 9.19 0.67 61 .26 9.06 0.00 0.00 0.00 0.31 5.55 3.80 0.02 0.58 0.94 0.47 11 .10 4.77 0.08 077 1.13 0.01 0.68 0.94 0.05 7.57 4.58 2.39 11 .96 6.97 0.20 0.61 1.24 1.53 7.50 4.38 0.78 11 .33 4.58 0.02 0.70 1.12 0.02 0.80 1.00 0.19 0.82 1.32 07127107 04:27:32 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA .. 1-203-755-1666 .- Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120) Page 1 of 5 Label Length Diamete1 Material Hazen-Check (ft) (In) Wiiiiam! Valve? c P-389 21 .00 10.0 PVC 150.0 false P-384 11.00 6.0 PVC 150.0 false P-383 25.00 6.0 PVC 150.0 false P-379 343.00 8.0 PVC 150.0 false P-376 32.00 8.0 PVC 150.0 false P-375 100 48.0 PVC 150.0 false P-374 31 .00 12.0 PVC 150.0 false P-373 1.00 48.0 PVC 150.0 false P-371 149.00 8.0 PVC 150.0 false P-370 10.00 8.0 PVC 150.0 false P-369 26.00 6.0 PVC 150.0 false P-368 33.00 6.0 PVC 150.0 false P-367 62.00 12.0 PVC 150.0 false P-366 65.00 12.0 PVC 150.0 false P-362 28.00 8.0 PVC 150.0 false P-361 75.00 6.0 PVC 150.0 false P-360 18.00 8.0 PVC 150.0 false P-357 112.00 8.0 PVC 150.0 false P-356 31.00 8.0 PVC 150.0 false P-355 36.00 8.0 PVC 150.0 false P-353 140.00 8.0 PVC 150.0 false P-352 7.00 6.0 PVC 150.0 false P-351 10.00 8.0 PVC 150.0 false P-350 97.00 8.0 PVC 150.0 false P-349 89.00 8.0 PVC 150.0 false P-348 30.00 8.0 PVC 150.0 false P-333 22.00 8.0 PVC 150.0 false P-332 106.00 8.0 PVC 150.0 false P-325 11.00 8.0 PVC 150.0 false P-321 39.00 8.0 PVC 150.0 false P-320 29.00 6.0 PVC 150.0 false P-318 8.00 10.0 PVC 150.0 false P-306 27.00 6.0 PVC 150.0 false P-305 134.00 8.0 PVC 150.0 false P-304 8.00 8.0 PVO 150.0 false Title: Heart of the Research Valley Minor Control1 Loss Status K:oefficien 0.35 Open 0.00 Open 0.20 Open 1.35 Open 0.10 Open 0.00 Open 0.00 Open 0.00 Open 0.70 Open 0.35 Open 1.28 Open 1.28 Open 0.20 Open 0.00 Open 0.35 Open 1.33 Open 0.35 Open 0.35 Open 0.20 Open 0.35 Open 0.35 Open 0.00 Open 0.20 Open 0.35 Open 0.35 Open 0.35 Open 0.35 Open 0.35 Open 0.35 Open 0.35 Open 0.20 Open 1.28 Open 1.28 Open 0.10 Open 0.35 Open Scenario: Base Steady State Analysis Pipe Report Discharge l pstream StructtL 1Dwnstream Structu (gpm) Hydraulic Grade Hydraulic Grade (ft) (ft) -2.248.80 483.77 484.68 30.00 484.04 484.04 30.00 484.04 484.04 -146.66 484.23 484.39 1,484.55 497.81 496.74 1,484.55 295.50 295.50 2,485.46 493.00 492.67 2,485.46 307.00 307.00 -60.00 487.08 487.09 0.00 487.08 487.08 30.00 487.08 487.07 -30.00 487.07 487.08 2,455.46 489.52 488.73 2,455.46 490.18 489.52 -494.42 480.15 480.31 30.00 480.15 480.14 -464.42 480.04 480.15 -734.42 487.12 488.12 -90.00 487.11 487.12 -434.42 479.12 479.27 -30.00 487.09 487.09 -0.00 487.09 487.09 434.42 479.32 479.27 434.42 479.66 479.32 554.42 482.91 482.43 584.42 483.15 482.91 -524.42 480.82 480.98 -524.42 480.31 480.82 -90.00 487.09 487.09 -30.00 484.04 484.04 0.00 484.04 484.04 -100.00 478.34 478.34 -1 ,250.00 470.10 476.42 1,454.55 495.09 491.20 1,484.55 495.81 495.09 j:\1691102\watercad 072507\college stations.wed Bury & Partners ii'ressure Head loss Velocity Pipe Gradient (ft/s) Headlos! (ft/1 OOOft) (ft) 0.90 43.04 9.19 0.00 0.09 0.34 0.00 0.10 0.34 0.16 0.45 0.94 1.07 33.49 9.48 0.00 0.00 0.26 0.33 10.50 7.05 0.00 0.00 0.44 0.01 0.09 0.38 0.00 0.00 0.00 0.00 0.17 0.34 0.01 0.16 0.34 0.79 12.69 6.97 0.67 10.26 6.97 0.16 5.73 3.16 0.01 0.12 0.34 0.11 6.04 2.96 1.01 8.98 4.69 0.01 0.20 0.57 0.15 4.15 2.77 0.00 0.02 0.19 0.00 0.00 0.00 0.05 5.38 2.77 0.33 3.42 2.77 0.49 5.47 3.54 0.23 7.70 3.73 0.15 7.01 3.35 0.51 4.81 3.35 0.00 0.32 0.57 0.00 0.03 0.19 0.00 0.00 0.00 0.00 0.48 0.41 6.32 234.10 14.18' 3.89 29.05 9.28 0.72 90.12 9.48 07127107 04:27:32 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 ~ Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.6120) Page 2 of 5 Label Length loiamete1 Material Hazen-Check (ft) (in) William~ Valve? c P-303 168.00 10.0 PVC 150.0 false P-302 19.00 6.0 PVC 150.0 false P-300 90.00 8.0 PVC 150.0 false P-298 30.00 6.0 PVC 150.0 false P-297 61 .00 8.0 PVC 150.0 false P-296 50.00 8.0 PVC 150.0 false P-295 18.00 12.0 PVC 150.0 false P-294 120.00 12.0 PVC 150.0 false P-293 47.00 6.0 PVC 150.0 false P-292 9.00 8.0 PVC 150.0 false P-291 10.00 8.0 PVC 150.0 false P-290 17.00 6.0 PVC 150.0 false P-289 83.00 8.0 PVC 150.0 false P-288 2.00 8.0 PVC 150.0 false P-287 27.00 6.0 PVC 150.0 false P-286 31 .00 6.0 PVC 150.0 false P-285 49.00 12.0 PVC 150.0 false P-284 33.00 6.0 PVC 150.0 false P-282 27.00 6.0 PVC 150.0 false P-281 58.00 6.0 PVC 150.0 false P-277 4.00 8.0 PVC 150.0 false P-276 4.00 8.0 PVC 150.0 false P-275 119.00 8.0 PVC 150.0 false P-274 31 .00 8.0 PVC 150.0 false P-272 54.00 6.0 PVC 150.0 false P-271 37.00 6.0 PVC 150.0 false P-270 47.00 6.0 PVC 150.0 false P-269 31 .00 8.0 PVC 150.0 false P-267 36.00 6.0 PVC 150.0 false P-266 128.00 8.0 PVC 150.0 false P-265 18.00 8.0 PVC 150.0 false P-264 42.00 6.0 PVC 150.0 false P-263 47.00 6.0 PVC 150.0 false P-262 33.00 6.0 PVC 150.0 false P-261 32.00 6.0 PVC 150.0 false Title: Heart of the Research Valley Minor Control Loss Status k::oefficien 1.15 Open 1.28 Open 0.35 Open 1.28 Open 0.45 Open 0.45 Open 0.35 Open 0.35 Open 1.28 Open 0.05 Open 0.35 Open 1.28 Open 0.35 Open 0.20 Open 1.28 Open 1.28 Open 0.00 Open 1.28 Open 1.28 Open 1.28 Open 0.00 Open 0.00 Open 1.28 Open 1.48 Open 1.28 Open 1.28 Open 1.28 Open 0.35 Open 1.28 Open 0.20 Open 0.35 Open 1.28 Open 1.28 Open 0.20 Open 1.48 Open Scenario: Base Steady State Analysis Pipe Report Discharge I hpstream Structtl g,wnstream Structu (gpm) Hydraulic Grade Hydraulic Grade (ft) (ft) 404.42 478.54 478.34 -0.00 484.39 484.39 464.42 480.01 479.66 0.00 477.80 477.80 734.42 488.76 488.12 -720.12 488.23 488.76 2,485.46 491 .15 490.69 2,485.46 492.67 491.15 -30.00 476.58 476.58 -464.42 480.01 480.04 524.42 482.43 482.33 -30.00 478.14 478.14 -720.1 2 487.48 488.23 -690.12 487.41 487.48 -30.00 476.77 476.78 -500.00 475.42 476.55 2,455.46 490.69 490.18 -30.00 479.20 479.21 30.00 477.29 477.29 -30.00 479.87 479.88 716.78 480.94 480.90 -716.78 480.94 480.97 584.42 484.04 483.15 -30.00 484.04 484.04 -30.00 477.03 477.04 -30.00 484.39 484.40 -30.00 484.48 484.48 -660.1 2 484.19 484.49 -30.00 484.21 484.22 524.42 482.19 481 .61 524.42 482.33 482.19 -30.00 482.38 482.39 -30.00 480.12 480.12 -30.00 478.12 478.12 -30.00 478.12 478.12 j:\1691\02\watercad 072507\college station5.wcd Bury & Partners e>ressure Head loss Velocity Pipe Gradient (ft/s) Headlosi (ft/1 OOOft) (ft) 0.20 1.17 1.65 0.00 0.00 0.00 0.35 3.92 2.96 0.00 0.00 0.00 0.64 10.43 4.69 0.53 10.58 4.60 0.46 25.51 7.05 1.53 12.75 7.05 0.01 0.14 0.34 0.04 4.14 2.96 0.10 10.33 3.35 0.00 0.22 0.34 0.75 9.01 4.60 0.07 37.17 4.40 0.00 0.17 0.34 1.13 36.40 5.67 0.50 10.26 6.97 O.Q1 0.16 0.34 0.00 0.1 7 0.34 0.01 0.13 0.34 0.03 7.56 4.58 0.03 7.56 4.58 0.89 7.51 3.73 0.00 0.05 0.19 0.01 0.13 0.34 0.01 0.15 0.34 0.01 0.14 0.34 0.30 9.61 4.21 0.01 0.15 0 .34 0.58 4.51 3.35 0.14 7.62 3.35 0.01 0.14 0.34 0.01 0.14 0.34 0.00 0.10 0.34 0.01 0.17 0.34 -···· 07127107 04:27:32 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD 116.5 (6.5120] Page 3 of 5 Label Length [Oiamete1 Material Hazen-Check (ft) (in) William~ Valve? c P-260 11.00 6.0 PVC 150.0 false P-254 25.00 8.0 PVC 150.0 false P-253 98.00 8.0 PVC 150.0 false P-252 50.00 8.0 PVC 150.0 false P-251 6.00 8.0 PVC 150.0 false P-1 28 4.00 6.0 PVC 150.0 false P-127 27.00 8.0 PVC 150.0 false P-126 32.00 6.0 PVC 150.0 false P-125 27.00 8.0 PVC 150.0 false P-1 21 34.00 6.0 PVC 150.0 false P-1 20 28.00 6.0 PVC 150.0 false P-111 4.00 6.0 PVC 150.0 false P-110 4.00 6.0 PVC 150.0 false P-109 4.00 6.0 PVC 150.0 false P-96 5.00 8.0 PVC 150.0 false P-95 49.00 8.0 PVC 150.0 false P-93 48.00 6.0 PVC 150.0 false P-92 14.00 6.0 PVC 150.0 false P-90 117.00 6.0 PVC 150.0 false P-89 7.00 6.0 PVC 150.0 false P-88 5.00 8.0 PVC 150.0 false P-87 26.00 8.0 PVC 150.0 false P-84 12.00 8.0 PVC 150.0 false P-83 85.00 8.0 PVC 150.0 false P-81 30.00 6.0 PVC 150.0 false P-80 8.00 8.0 PVC 150.0 false P-78 52.00 8.0 PVC 150.0 false P-76 5.00 8.0 PVC 150.0 false P-75 292.00 6.0 PVC 150.0 false P-74 7.00 8.0 PVC 150.0 false P-73 406.00 8.0 PVC 150.0 false P-72 36.00 6.0 PVC 150.0 false P-69 149.00 8.0 PVC 150.0 false P-67 121.00 6.0 PVC 150.0 false P-62 56.00 6.0 PVC 150.0 false Title: Heart of the Research Valley Minor Control Loss Status ~oefficien 0.00 Open 1.63 Open 0.80 Open 0.00 Open 1.48 Open 0.20 Open 0.10 Open 1.28 Open 1.48 Open 1.28 Open 1.28 Open 0.20 Open 0.20 Open 0.20 Open 0.10 Open 0.20 Open 0.20 Open 1.48 Open 1.48 Open 0.00 Open 0.10 Open 1.28 Open 1.48 Open 0.10 Open 1.28 Open 0.20 Open 0.20 Open 0.00 Open 0.00 Open 0.00 Open 0.35 Open 0.00 Open 0.00 Open 1.28 Open 0.20 Open Scenario: Base Steady State Analysis Pipe Report Discharge I pstream Structw !f;lwnstream Structu (gpm) Hydraulic Grade Hydraulic Grade (ft) (ft) -30.00 478.12 478.12 30.00 481 .01 481 .01 30 00 481 .01 481 .01 -30.00 481.01 481 .01 -686.78 478.11 478.59 30.00 487.07 487.07 -1,484.55 495.81 496.74 30.00 495.09 495.09 -30.00 487.09 487.09 0.00 480.04 480.04 0.00 482.19 482.19 -30.00 480.14 480.14 -30.00 482.90 482.90 -0.00 484.04 484.04 -690.12 487.34 487.41 -690.12 486.94 487.34 30.00 487.48 487.47 30.00 487.48 487.48 30.00 487.09 487.07 0.00 487.08 487.08 -90.00 487.09 487.10 -1,454.55 488.76 491 .20 644.42 487.12 486.65 90.00 487.11 487.10 -30.00 479.11 479.12 404.42 478.58 478.54 -404.42 478.58 478.74 -30.00 490.66 490.66 -30.00 490.66 490.69 -30.00 490.66 490.66 -644.42 484.04 486.65 0.00 484.04 484.04 -524.42 480.98 481 .61 -0.00 491.15 491 .15 -30.00 482.90 482.91 j:\1691\02\watercad 072507\college statlon5.wcd Bury & Partners fl'ressure Head loss Velocity Pipe Gradient (ft/s) Headlos: (ft/1 OOOft (ft) 0.00 0.09 0.34 0.00 0.06 0.19 0.00 0.03 0.19 0.00 0.02 0.19 0.48 80.58 4.38 0.00 0.1 8 0.34 0.93 34.29 9.48 0.01 0.1 6 0.34 0.00 0.05 0.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.18 0.34 0.00 0.18 0.34 0.00 0.00 0.00 0.07 13.08 4.40 0.41 8.28 4.40 0.00 0.09 0.34 0.00 0.28 0.34 0.01 0.11 0.34 0.00 0.00 0.00 0.00 0.26 0.57 2.44 93.93 9.28 0.46 38.61 4.11 0.01 0.17 0.57 0.00 0.16 0.34 0.04 5.21 2.58 0.16 3.02 2.58 0.00 0.02 0.19 0.03 0.09 0.34 0.00 0.02 0.19 2.61 6.44 4.11 0.00 0.00 0.00 0.63 4.24 3.35 0.00 0.00 0.00 0.01 0.09 0.34 -- 07127107 04:27:32 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD 116.S [6.5120) Page 4 of 5 Label Length ~iamete Material Hazen- (ft) (in) William~ c P-61 42.00 6.0 PVC 150.0 P-59 19.00 6.0 PVC 150.0 P-57 27.00 6.0 PVC 150.0 P-54 13.00 6.0 PVC 150.0 P-43 25.00 6.0 PVC 150.0 P-42 49.00 6.0 PVC 150.0 P-41 65.00 6.0 PVC 150.0 P-40 11 .00 6.0 PVC 150.0 P-39 11 .00 6.0 PVC 150.0 P-38 26.00 6.0 PVC 150.0 P-26 2.00 6.0 PVC 150.0 P-9 158.00 12.0 PVC 150.0 P-2 146.00 8.0 PVC 150.0 Title: Heart of the Research Valley Check Minor Control1 Valve? Loss Status Coefficien false 1.38 Open false 1.28 Open false 1.28 Open false 0.00 Open false 1.26 Open false 1.28 Open false 0.20 Open false 0.00 Open false 0.00 Open false 1.28 Open false 0.00 Open false 0.05 Open false 0.00 Open Scenario: Base Steady State Analysis Pipe Report Discharge l pstream StructLli !!>wnstream Structu (gpm) Hydraulic Grade Hydraulic Grade (ft) (ft) -30.00 482.91 482.91 -30.00 484.03 484.04 000 479.32 479.32 -30.00 467.47 487.47 -30.00 460.31 480.31 -30.00 479.65 479.66 -30.00 480.14 480.14 -30.00 480.14 480.14 -30.00 482.90 482.90 -30.00 482.42 482.43 30.00 487.07 487.07 -2,455.46 487.07 488.73 -404.42 478.74 479. 12 j:\1691 \02\watercad 072507\college stations.wed Bury & Partners e>ressure Head loss Velocity Pipe Gradient (ft/s) Headlosi (ft/1 OOOft) (ft) 0.01 0.15 0.34 0.00 0.21 0.34 0.00 0.00 0.00 0.00 0.09 0.34 0.00 0.18 0.34 0.01 0.13 0.34 0.01 0.09 0.34 0.00 0.09 0.34 0.00 0.09 0.34 0.00 0.17 0.34 0.00 0.08 0.34 1.66 10.50 6.97 0.38 2.62 2.58 07127107 04:27:32 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1 666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.6120] Page 5 of 5