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Sanitary Sewer Report
5/21/2007 )~QO 2818 PLACE ~O HARVEY MITCHELL PARKWAY COLLEGE STATION, TEXAS SANITARY SEWER DESIGN REPORT 2818 PLACE )3~ HARVEY MITCHELL DRIVE COLLEGE STATION, TEXAS MINIMUM PIPE SIZE 8" ALL PIPE PVC SDR 26-ASTM D3034 FOR AERIAL CROSSINGS USE DIP ANSI AWWA C151/A21 .5 CLASS 350 ENCASEMENTS STEEL ERW PIPE 3/8 INCH WALL THICKNESS USE CASCADE CARRIERS, SEALED ENDS ENCASEMENT PIPE SIZES FIXTURE UNIT CALCULATION ONE BATH GROUP DISHWASHER KITCHEN SINK W/ DISP. WASHER PHASE ONE TYPE 1 UNITS EA BATHS D1 6 B1 4 TD2 4 TOTAL 14 TYPE 2 TYPE 1 UNITS EA BATHS A1 2 A2 2 TD3 6 TOTAL 10 4 2 4 4 6 2 2 4 KIT SINK D/W 1 KIT SINK D/W PIPE NETWORK NUMBER OF BUILDINGS IN A PHASE TYP 1 TOT FU TYP 2 PHASE ONE 9 3600 PHASE TWO 9 3600 CHL WSHR 1 1 1 1 TOTAL CHL WSHR 1 1 TOTAL TOT FU 7 1736 5 1240 FU/ UNIT 32 20 32 FU/ UNIT 14 14 32 TOTAL FU 5336 4840 1OF4 TOTAL BUILDING 192 80 128 400 TOTAL BUILDING 28 28 192 248 5/21/2007 TOTAL UNITS AT JUCTION 9TA (btl7 4 2 5 3 6 2818 PLACE 1450 HARVEY MITCHELL PARKWAY COLLEGE STATION, TEXAS BUILDINGS TRIB. LOCATION 2 TOT. FU PEAK FLOW GPM ~I itlW'.2 Lll4E LOT 2 NW CORNER SrA 1 +z l( OF;?: ( )f-~b LOT 2 SW NODES 4 AND 5 s (II-°t '(-( 7 NODE2 NODE 3 9 4 4 2 7 5336 756 GPM 2 2096 1600 TOTAL 2 1296 TOTAL 340 GPM GPM 320 50 370 270 GPM 1126 1396 340 1396 1736 GPM OFFSITE 24 ACRE OFF SITE _5 (J/-? 2 tO<--J 50 OFF SITE AREA FLOW RATE CALCULATION 24 ACRES 15 PERSONS PER ACRE INDUSTRIAL LAND USE 360 PERSONS TOT AL 50 GPO/ PERSON 18000 GPO/ PERSON 3000 PEAK HOURLY FLOW, GPH 50 PEAK FLOW, GPM 2 OF 4 5/21/2007 PIPE SLOPE AT# 1 PIPE DIAMETER (/;r-0() CAPACITY OF PIPE (MANNINGS = 2818 PLACE 1450 HARVEY MITCHELL PARKWAY COLLEGE STATION, TEXAS 0.0044 FT/FT I DESIGN FLOW RATE 15 IN 0.013 Q= AX 1.49 X R EXP 0.66 X SQRT S/ 0.013 4.64 CFS VELOCITY 3.78 FPS USE R FOR 90% FULL PIPE A 1.226563 SF P 3.5325 R".66 0.497509 PIPE SLOPE AT# 2 0.008 FT/FT I DESIGN FLOW RATE PIPE DIAMETER 7f-V.f 8 IN LOT 2 SW CAPACITY OF PIPE (MANNINGS = 0.013 Q= AX 1.49 X R EXP 0.66 X SQRT S/ 0.013 1.18 CFS VELOCITY 3.37 FPS USE R FOR 90% FULL PIPE A 0.348889 SF p 1.884 PIPE SLOPE AT# 3 0.0044 FT/FT I DESIGN FLOW RATE PIPE DIAMETER °/ f-( 7 12 IN LOT 2 NW CORNER CAPACITY OF PIPE (MANNINGS = 0.013 Q= AX 1.49 X R EXP 0.66 X SQRT S/ 0.013 2.56 CFS VELOCITY 7.35 FPS USER FOR 90% FULL PIPE A 0.785 SF p 2.826 PIPE SLOPE AT # 4 0.0044 FT/FT I DESIGN FLOW RATE PIPE DIAMETER ( b f ( 7 12 IN LOT 1 AND 2 LINE CAPACITY OF PIPE (MANNINGS = 0.013 Q= AX 1.49 X R EXP 0.66 X SQRT S/ 0.013 2.56 CFS VELOCITY 3.26 FPS USER FOR 90% FULL PIPE A 0.785 SF p 2.826 3 OF 4 1736.00 2078.44 340.00 526.47 1396.00 1148.04 756.00 1148.04 5/21/2007 PIPE SLOPE AT# 5 PIPE DIAMETER CAPACITY OF PIPE (MANNINGS= 2818 PLACE 1450 HARVEY MITCHELL PARKWAY COLLEGE STATION, TEXAS 0.008 FT/FT 8 IN 0.013 I DESIGN FLOW RATE 24.00 ACRE OFF SITE Q= A X 1.49 X R EXP 0.66 X SQRT SI 0.013 VELOCITY 1.18 CFS 3.37 FPS USE R FOR 90% FULL PIPE PIPE SLOPE AT# 6 A p PIPE DIAMETER 2 2 t 01../ CAPACITY OF PIPE (MANNINGS = 0.348889 SF 1.884 0.008 FT/FT 8 IN 0.013 I DESIGN FLOW RA TE LOT 1 AND 2 LINE Q= AX 1.49 X R EXP 0.66 X SQRT SI 0.013 1.18 CFS VELOCITY 3.37 FPS USE R FOR 90% FULL PIPE A 0.348889 SF p 1.884 4 OF 4 370.00 526.47 50.00 526.47 Label 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 000 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-31 8 301.00 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 31 4.00 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-295 300.50 Zone Demand 0.00 J-294 300.50 Zone Demand 0.00 J-292 304.00 Zone Demand 0.00 J-292 304.50 Zone Demand 30.00 J-29( 297.00 Zone Demand 1,250.00 .__ ___ Scenario: phase 1 only Steady State Analysis Junction Report Pattern Demand Calculated Pressure Calculated liydraulic Grade (psi) (gpm) (ft) Fixed 0.00 420.34 57.26 Fixed 0.00 445.77 59.61 Fixed 0.00 445.77 59.61 Fixed 30.00 420.34 53.36 Fixed 0.00 420.34 53.80 Fixed 0.00 420.34 58.99 Fixed 0.00 460.44 74.39 Fixed 0.00 450.80 63.30 Fixed 0.00 420.62 53.49 Fixed 0.00 420.12 51.75 Fixed 0.00 447.37 60.30 Fixed 30.00 447.36 60.29 Fixed 0.00 443.71 57.20 Fixed 30.00 443.71 56.98 Fixed 0.00 421.76 53.33 Fixed 30.00 421 .76 53.98 Fixed 0.00 439.19 54.81 Fixed 30.00 439.19 54.38 Fixed 0.00 425.29 53.34 Fixed 30.00 425.29 52.91 Fixed 0.00 441 .32 61 .14 Fixed 30.00 441 .32 60.71 Fixed 0.00 420.04 51 .94 Fixe~ 500.00 418.74 51.16 Fixed 0.00 435.54 58.42 Fixed 30.00 435.53 58.20 Fixed 0.00 420.54 53.02 Fixed 30.00 420.54 52.80 Fixed 0.00 446.89 60.09 Fixed 30.00 446.89 59.66 Fixed 0.00 434.28 56.37 Fixed 0.00 434.28 56.36 Fixed 0.00 420.34 53.80 Fixed 0.00 420.34 53.58 Fixed 0.00 441 .97 55.37 Fixed 30.00 441.97 55.15 Fixed 0.00 435.23 56.56 Fixed 0.00 435.23 56.78 Fixed 0.00 438.48 54.94 Fixed 30.00 438.47 54.93 Fixed 30.00 436.75 55.92 Fixed 0.00 436.76 55.49 Fixed 0.00 439.87 54 .89 Fixed 0.00 439.87 55.11 Fixed 0.00 421.76 52.68 Fixed 0.00 421 .77 52.47 Fixed 0.00 450.16 63.45 Fixed 0.00 434.39 57.93 Fixed 0.00 434.39 57.93 Fixed 0.00 434.28 56.36 Fixed~ 30.00 434.27 56.15 Fixed 1,250.00 414.99 51.05 -·- Bury & Partners b- Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120) Title: Heart of the Research Valley j:\1691\02\watercad 072507\college stations.wed 07127107 04:23:37 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) (gpm) 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: phase 1 only Steady State Analysis Junction Report Pattern Demand Calculated Calculated Hydraulic Grad1 (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 Shoppa WaterCAD v6.5 [6.5120] Title: Heart of the Research Valley j:\1 691 102\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 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 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 B08 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 1133: 1250 gpm Fire Hydrant Flow at node J11 2: 1250 gpm Fire Flow in the area of the building with a FF of 321 .00 feet, building. Building fire flow at node B08 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 Label Length Pia mete 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 11 4.00 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 fa lse 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 Control 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 on ly Steady State Analysis Pipe Report Discharge l pstream Structl..ii iDWnstream 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 e:-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 l!'ressure Head loss Velocity Pipe Gradient (ft/s) Head loss (ft/1000ft (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 1of3 ·. Label Length Dia mete Material1 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 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 StructtJi lflwnstream 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) Headlos5 (ft/1 OOOft) (ft) 0.64 30.59 7.69 13.77 40.1 4 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 C&l 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-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 Control I 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 hpstream Struchj 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 slation5.wcd Bury & Partners eressure Head loss Velocity Pipe Gradient (ft/s) Headlos~ (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-31 0 296.50 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 --·---·-·-------·-·----- 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 rlydraulic Grad (gpm) (ft) 0.00 442.38 Fixed6:--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 000 437.76 Fixed 30.00 437.75 Fixed 0.00 443.58 ----· ----.. --------------- Bury & Partners 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 WaterCAD v6.5 [6.5120) Tille: Heart of the Research Valley j:\1691102\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 of2 Label Elevation 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 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-1 71 302.50 Zone Demand 0.00 J-170 302.00 Zone Demand 0.00 J-1 56 302.00 Zone Demand 0.00 J-1 49 288.00 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 000 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 rlydraulic Grad (gpm) (fl) 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 Bury & Partners Pressure , (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:\1691\02\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 !Diameter Material Hazen-Check (ft) (in) Williams 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. Control 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 StructLli ff>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 Head loss Velocity Pipe Gradient (ft/s) Headlos~ (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 1 of 3 Label Length Piamete1 Material Hazen-Check (ft) (in) William1 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 l pstream Structt.Ji P!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:\1691102\watercad 072507\college station5.wcd Bury & Partners e>ressure Head loss 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 O.Oei 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 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 O.Q1 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 0.34 000 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 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 j:\1691\02\watercad 072507\college stations.wed 07127107 04:19:31 PM Minor Control 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 StructUi ~wnstream Structu (gpm) Hydraulic Grade Hydraulic Grade (ft) (ft) -30.00 439.93 439.93 -587.55 437.77 438.1 2 -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) Headlosi (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 Diamete1 Material Hazen-Check (ft) (in) 'Williams 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 l pstream Structw ~wnstream 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 j:\1691102\watercad 072507\college station5.wcd Bury & Partners e>ressure Head loss Pipe Gradient Head loss (fV1000ft) (ft) 0.00 0.00 0.00 0.00 0.82 14.39 1.50 14.88 0.00 0.17 0.01 0.73 0.17 1.01 0.00 0.00 0.49 16.75 0.51 15.13 0.91 9.94 1.81 9.53 1.52 13.35 0.14 0.99 1.27 12.22 1.23 13.04 1.09 10.47 0.00 0.00 0.58 6.76 2.07 12.81 0.35 31.45 0.00 0.00 0.67 11.92 0.23 8.56 0.47 11.16 0.96 8.74 0.18 10.34 0.05 7.60 2.07 10.34 6.95 21 .18 1.54 7.54 0.79 11.39 0.83 33.25 0.97 51.03 1.71 7.26 Velocity (ftis) 0.00 0.00 6.32 6.32 0.34 1.29 1.48 0.00 6.07 5.95 4.78 4.97 6.07 1.48 6.19 5.83 5.70 0.00 3.68 6.56 6.44 0.00 5.70 3.87 4.78 4.06 3.87 4.59 6.45 8.27 4.40 4.59 8.39 8.52 4.25 \=I rt1S fLO W 0 fr 31"1...- Project Enr>;- 07127107 04:31 :40 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 ~~:::::::J Label Length Dia mete Material 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 fa lse 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 fa lse 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 fa lse 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-31 8 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 l 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 -1 OD.OD 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:\1 691\02\watercad 072507\college station5.wcd Bury & Partners e>ressure Head loss Velocity Pipe Gradient (fUs) Head loss (fU1000ft) (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 0.1 6 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 Diameter Material Hazen-Check (ft) (in) Williams 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 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 l ~pstream Structlli l!lwnstream 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, 165.1 4 459.71 457.16 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 stations.wed Bury & Partners e>ressure Head loss Velocity Pipe Gradient (fUs) 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 0.1 4 0.34 0.00 0.10 0.34 0.01 0.17 0.34 07127107 04:31 :40 PM <1:J 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 Pia meter 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-128 4.00 6.0 PVC 150.0 fa lse P-127 27.00 8.0 PVC 150.0 fa lse 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-1 09 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 fa lse 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 fa lse 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 Tille: Heart of the Research Valley Minor Control 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 l Upstream StructLli wwnstream 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) 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 0.49 81 .06 4.40 0.00 0.18 0.34 1.15 42.65 10.64 0.01 0.1 6 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 Meth ods, 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 Piamete1 Material1 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 th e 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.li ~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 station5.wcd Bury & Partners e>ressure Head loss !Velocity Pipe Gradient (ft/s) Head loss (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 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 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 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-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-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 3u1.uu LUiu; ~ .jU.UU J-321 300.00 Zone Demand 0.00 J-320 300.50 Zone Demand 30.00 J-3H 300.50 Zone Demand 0.00 J-31E 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-31( 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 000 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-295 300.50 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 t°OACU 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 Calculatecl 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 ~uu '10/ .00 0.00 481.61 30.00 481.61 0.00 486.63 30.00 486.62 000 484.00 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 e (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./.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 station5.wcd 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 (ft) {gpm) J-294 300.50 Zone Demand 0.00 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-183 301 .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-1 64 290.00 Zone Demand 0.00 J-1 60 300.00 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-1 51 303.00 Zone Demand 0.00 J-150 304.00 Zone Demand 500.00 J-149 288.00 Zone Demand 0.00 J-144 301 .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 1,250.00 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-1 16 299.00 Zone Demand 100.00 J-113 304.00 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 1ydraulic Grad (gpm) (ft) 0.00 486.45 0.00 475.51 30.00 475.51 000 484.24 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 0.00 478.68 000 492.81 0.00 454.39 0.00 457.16 0.00 460.35 0.00 494.90 0.00 494.90 000 478.68 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 WaterCAO v6.5 [6.5120] 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 2 of 3 Label Elevation 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 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 000 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 0.00 487.12 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 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 b- Project Engineer. Dwayne Shoppa WaterCAD v6.5 [6.5120] Title: Heart of the Research Valley j:\1691102\watercad 072507\college station5.wcd 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 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 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-31 0 296.50 Zone Demand 0.00 J-309 314.00 Zone Demand 0.00 J-308 31 4.50 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 Researeh Valley Scenario: Base Steady State Analysis Junction Report Pattern Demand Calculated Calculated iydraullc Grad (gpm) (ft) Fixedc--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 0.00 484.04 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 0.00 477.04 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~ 000 476.55 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 .51 71 .51 73.46 73.03 70.70 68.19 78.31 78.10 78.00 79.56 ·---- flflI .. FL~ ~fF3"2...\ Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120) 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 1 of3 ,. ' r ,_ I I ' Label Elevation Zone Type Base Flow (ft) (gpm) J-294 300.50 Zone Demand 0.00 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-183 301.00 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-150 304.00 Zone Demand 30.00 J-149 288.00 Zone Demand 0.00 J-144 301 .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 000 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 Calculatecl 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 0.00 487.1 1 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 30.00 479.1 1 0.00 482.19 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 stations.wed 07127107 04:28:13 PM © 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 Fixed J-107 295.50 Zone Demand 0.00 Fixed J-106 295.00 Zone Demand 0.00 Fixed J-1 05 292.00 Zone Demand 0.00 Fixed J-104 291 .00 Zone Demand 30.00 Fixed J-101 290.00 Zone Demand 0.00 Fixed J-100 290.00 Zone Demand 0.00 Fixed J-99 303.50 Zone Demand 0.00 Fixed J-98 303.00 Zone Demand 30.00 Fixed J-87 299.00 Zone Demand 0.00 Fixed J-86 299.00 Zone Demand 30.00 Fixed J-85 290.00 Zone Demand 0.00 Fixed J-84 290.00 Zone Demand 0.00 Fixed J-75 290.00 Zone Demand 0.00 Fixed J-74 290.00 Zone Demand 0.00 Fixed J-73 293.00 Zone Demand 0.00 Fixed J-72 294.00 Zone Demand 30.00 Fixed J-71 290.00 Zone Demand 0.00 Fixed J-70 290.00 Zone Demand 0.00 Fixed J-69 303.00 Zone Demand 30.00 Fixed J-68 307.00 Zone Demand 30.00 Fixed J-65 297.00 Zone Demand 0.00 Fixed J-52 288.00 Zone Demand 0.00 Fixed J-51 288.00 Zone Demand 0.00 Fixed J-45 290.00 Zone Demand 0.00 Fixed J-44 290.00 Zone Demand 0.00 Fixed J-38 290.00 Zone Demand 0.00 Fixed J-37 290.00 Zone Demand 0.00 Fixed J-32 303.50 Zone Demand 000 Fixed J-31 303.50 Zone Demand 0.00 Fixed J-30 298.50 Zone Demand 0.00 Fixed J-29 298.50 Zone Demand 0.00 Fixed J-28 302.50 Zone Demand 0.00 Fixed J-27 302.50 Zone Demand 0.00 Fixed J-26 306.50 Zone Demand 0.00 Fixed J-25 306.50 Zone Demand 0.00 Fixed J-22 302.00 Zone Demand 0.00 Fixed J-21 297.00 Zone Demand 0.00 Fixed J-10 297.00 Zone Demand 30.00 Fixed J-9 297.00 Zone Demand 000 Fixed J-8 302.00 Zone Demand 0.00 Fixed J-7 302.00 Zone Demand 30.00 Fixed J-6 302.00 Zone Demand 0.00 Fixed J-1 288.50 Zone Demand 0.00 Fixed Scenario: Base Steady State Analysis Junction Report Pattern Demand Calculated Pressure Calculated ~ydraulic Grad~ (psi) (gpm) (ft) 0.00 479.32 75.42 0.00 496.74 87.07 0.00 495.81 86.88 0.00 482.43 82.39 30.00 482.42 82.82 0.00 491.20 87.05 0.00 488.76 85.99 0.00 480.31 76.50 30.00 480.31 76.71 0.00 484.04 80.06 30.00 484.03 80.05 0.00 487.09 85.27 0.00 487.09 85.27 0.00 487.48 85.44 0.00 487.48 85.44 0.00 487.47 84.14 30.00 487.47 83.71 0.00 486.65 85.08 0.00 487.12 85.28 30.00 482.90 77.84 30.00 480.14 74.91 0.00 480.82 79.53 0.00 487.08 86.13 0.00 487.08 86.13 0.00 487.1 0 65.27 0.00 487.09 85.27 0.00 467.41 85.41 0.00 467.34 85.38 0.00 478.54 75.73 0.00 476.58 75.75 0.00 464.04 80.27 0.00 484.04 80.27 0.00 482.90 78.05 0 00 482.90 76.05 0.00 480.14 75.13 0.00 480.14 75.12 0.00 490.66 81.62 0.00 487.07 82.24 30.00 487.07 82.24 0.00 487.07 82.24 0.00 490.66 81 .62 30.00 490.66 81 .62 000 483.15 78.37 0.00 490.18 87.26 Bury & Partners 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 3 of3 Label Length Piamete1 Material1 Hazen-Check (ft) (in) Williams 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 .00 100 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-41 7 200.00 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 l pstream StructLii ~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 -2,455.46 484.68 487.07 304.42 478.34 478.14 686.78 480.12 478.59 716.78 480.90 480.12 274.42 478.14 478.12 244.42 478.12 478.11 -206.66 484.48 484.68 j:\1691\02\watercad 072507\college stations.wed Bury & Partners ~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 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 9.1 9 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 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 biamete Material1 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 fa lse 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 11 2.00 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 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 l ~pstream StructLii ~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:\1691102\watercad 072507\college stations.wed Bury & Partners e>ressure Head loss Velocity Pipe Gradient (ft/s) Head loss (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 ve.5 [6.5120) Page 2 of 5 Label Length Diamete1 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 ~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 l pstream Structt.li ~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 -720.12 487.48 488.23 -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 -660.1 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 stations.wed Bury & Partners e>ressure Head loss Velocity Pipe Gradient (ft/s) Head loss (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 0.19 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 ---··- 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 3 of 5 .. Label Length Diameter Material 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 SO.DO 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-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-1 09 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 K: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 L pstream Structw ~wnstream 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 stations.wed Bury & Partners fi'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 0.48 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 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 4 of 5 Label Length Oiamete Material Hazen-Check (ft) (in) William~ Valve? c P-6 1 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 Control 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 Structt.li !!>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 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 +1-203-755-1666 Project Engineer: Dwayne Shoppa WaterCAD v6.5 [6.5120] Page 5 of 5