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HomeMy WebLinkAboutWater Report Creek Meadows Subdivision-Section 1A& 1B Rabon Metcalf Engineering Water&Sanitary Sewer Report-Supplement No.2 February 26,2007 TABLE #2 WATER SYSTEM SUMMARY PIPE DATE NODE DATA Residual Fire Flow KYPIPE Plan Pipe Size Flow Velocity Node Pressure Scenerio Name Identifier (in) (gpm) (fps) Name (psi) DOMESTIC FLOW CONDITION P-6 ( "W4" I 6 477.75 5.42 I J-4 I 61.41 FIRE FLOW CONDITIONS 1 P-10 "W2" 8 1153.20 7.36 FH-1 58.90 2 P-3 "W1" 16 3704.21 5.91 J-4 59.22 3 P-12 "W4" 6 797.53 9.05 FH-2 48.11 4 P-15 "W3" 8 1325.92 7.87 FH-4 58.54 5A P-18 "W7" 8 1106.86 7.06 FH-6 48.63 5B P-18 "W7" 8 1106.86 7.06 FH-6 50.95 6A P-18 "W7" 8 1106.86 7.06 FH-6 52.74 6B P-18 "W7" 8 1106.86 7.06 FH-6 55.91 7A P-18 "W7" 8 1095.39 6.99 FH-12 58.13 7B P-28 "WIT' 8 1006.51 11.42 FH-12 46.64 8 P-29 "W13" 6 1007.50 11.43 FH-8 43.26 9 P-28 "W12" 8 974.19 11.05 FH-12 33.73 10 P-28 "W12" 8 963.56 10.93 FH-12 28.90 11 P-28 "WIT' 8 963.56 10.93 FH-12 21.27 12 P-31 "W13" 6 959.12 10.88 FH-11 25.85 13 P-31 "W13" 6 959.12 10.88 FH-12 22.57 Please do not hesitate to call if you have any questions. Sincerely, b 4 . E.OF TE�. it � #**/ i 1\ .4 RAB i N A. METCALF A �� .e. 1- • ee :83 eQ ;p ,1ei:cE S�p•'�7�® `1‘19`SS e e •'•NGS Rabon A. Metcalf, P.E. A� rabon@rmeng,ineer.com CD 1-202-0286-L 11 Page-2 of 2 * * * * * * * * * * K Y P I P E 4 * * * * * * * * * * * * * University of Kentucky Network Modeling Software * * * * Copyrighted by KPFS 1998 * * Version 2.000 - 04/24/2003 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Date & Time: Mon Feb 26 12:03:26 2007 INPUT DATA FILENAME C:\PROGRA-1\PIPE20-1\0286W1RA.DT2171 TABULATED OUTPUT FILENAME C:\PROGRA-1\PIPE20-1\0286W1RA.OT2 POSTPROCESSOR RESULTS FILENAME C:\PROGRA-1\PIPE20-1\0286W1RA.RS243 ************************************************ SUMMARY OF ORIGINAL DATA a"w ************************************************ f.... UNITS SPECIFIED LI FLOWRATE = gallons/minute2 HEAD (HGL) = feet PRESSURE = psig + + I Pipe2000 Educational/Demo Version - Not for professional use I + + 2 PIPELINE DATA STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE P IPE111.1116111. NODE NAMES LENGTH DIAMETER ROUGHNESS MINOR N AME #1 #2 (ft) (in) COEFF. LOSS COEFF. 65!P-1 R-1 J-1 500.00 16.00 139.4518 0.74 P-10 FH-1 J-4 291.00 8.00 139.4518 0.00 damp P-11 J-7 J-8 162.00 3.00 139.0000 0.00 P-12 J-5 J-9 308.00 6.00 139.0000 6.00 P-13 J-9 FH-2 108.00 6.00 139.4518 0.74iii P-14 FH-2 FH-4 812.00 6.00 139.4518 1.31 P-15 FH-4 J-3 291.00 8.00 139.4518 0.00 O P-16 J-6 J-i1 1670.00 16.00 139.4518 0.00 P-17 J-11 J-12 1320.00 12.00 139.4518 0.74 P-18 J-12 J-13 459.00 8.00 139.4518 1.14 :2: P-19 J-13 FH-7 126.00 8.00 139.4518 6.00 P-2 J-1 J-2 1900.00 16.00 139.4518 3.57 P-20 J-13 FH-16 338.00 8.00 139.4518 3.57 P-21 J-14 J-10 146.00 3.00 139.0000 0.00 P-22 J-14 FH-5 68.00 8.00 139.4518 0.40 P-23 FH-5 FH-14 216.00 8.00 139.4518 0.74 P-24 FH-14 J-16 141.00 8.00 139.4518 0.74 P-25 J-16 FH-6 157.00 8.00 139.4518 0.00 P-26 FH-14 J-17 261.00 3.00 139.0000 0.00 P-27 J-16 J-18 304 .00 3.00 139.0000 0.00 P-28 FH-7 FH-15 400.00 6.00 139.4518 0.74 P-29 FH-15 FH-8 247.00 6.00 139.4518 0.74 P-3 J-3 J-2 195.00 76.00 139.4518 0.74 P-30 FH-8 J-20 176.00 6.00 139.4518 0.00 P-31 FH-15 J-21 328.00 6.00 139.4518 0.74 P-32 J-21 J-22 219.00 3.00 139.0000 0.00 P-33 J-21 FH-9 205.00 6.00 139.4518 0.00 P-34 FH-9 FH-13 541.00 8.00 139.4518 9.91 r-ib FH-13 J-23 382.00 8.00 139.4518 6.74 8-36 FH-13 FH-10 602.00 8.00 139.4518 9.74 8-37 FH-10 J-25 136.00 3.00 139.0000 0.00 P-38 FH-10 FH-11 341.00 8.00 139.4518 0.74 P-39 FH-11 J-26 267.00 3.00 139.0000 0.00 8-4 J-3 J-4 294.00 16.00 139.4518 0.74 P-40 FH-11 FH-12 443.00 8.00 139.4518 0.00 P-41 FH-12 J-28 145.00 3.00 139.0000 0.00 8-42 J-23 J-1 2842.00 2.50 139.0000 0.00 8-43 J-12 J-27 1933.00 12.00 139.0000 0.00 8-44 J-27 J-23 1640.00 2.50 139.0000 0.00 8-45 J-11 R-2 500.00 16.00 139.4518 0.00 + + I Pipe2000 Educational/Demo Version - Not for professional use I + + 8-46 FH-16 J-14 336.00 8.00 139.4518 0.00 8-5 J-4 J-6 1207.00 16.00 139.4518 2.24 P-6 J-6 J-5 118.00 6.00 139.4518 0. 91 8-7 J-5 FH-3 151.00 8.00 139.4518 0.40 8-8 FH-3 J-7 412.00 8.00 139.4518 0.74 8-9 J-7 FH-1 228.00 8.00 139.4518 0.40 END NODE DATA NODE NODE EXTERNAL JUNCTION EXTERNAL NAME TITLE DEMAND ELEVATION GRADE (gpm) (ft) (ft) FH-1 0.00 333.00 FH-10 0.00 308.00 FH-11 0.00 313.00 FH-12 0.00 313.00 FH-13 16.50 305.00 FH-14 0.00 315.00 FH-15 13.50 306.00 FH-16 0.00 307.00 FH-2 0.00 333.00 FH-3 0.00 326.00 FH-4 0.00 333.00 FH-5 0.00 313.00 FH-6 0.00 316.00 FH-7 0.00 309.00 FH-8 0.00 303.00 FH-9 0.00 307.00 J-1 0.00 342.00 J-10 10.50 312.00 J-11 0.00 311.00 J-12 0.00 305.00 J-13 0.00 307.00 J-14 12.00 314.00 J-16 4.50 315.00 J-17 10.50 314.00 J-18 13.50 313.00 J-2 0.00 340.00 J-20 7.50 302.00 J-21 18.00 309.00 J-22 12.00 310.00 J-23 0.00 305.00 J-25 6.00 304.00 J-26 18.00 309.00 J-27 0.00 295.00 J-28 36.00 311.00 I Pipe2000 Educational/Demo Version - Not for professional use I J-3 6.00 339.00 0-4 10.50 339.00 J-5 16.50 327.00 J-6 0.00 328.00 J-7 7.50 330.00 J-8 6.00 329.00 J-9 21.00 323.00 R-1 Wellborn Ele ---- 342.00 497.00 R-2 Flow Test ---- 311.00 466.00 OUTPUT OPTION DATA OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT SYSTEM CONFIGURATION NUMBER OF PIPES (p) = 46 NUMBER OF END NODES (j ) = 41 NUMBER OF PRIMARY LOOPS (1) = 4 NUMBER OF SUPPLY NODES (f) = 2 NUMBER OF SUPPLY ZONES (z) = 1 Case: 0 RESULTS OBTAINED AFTER 6 TRIALS: ACCURACY = 0.00001 SIMULATION DESCRIPTION (LABEL) M.D.W. Centre - Phase One PIPELINE RESULTS STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE PIPE NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/ NAME #1 #2 LOSS LOSS VELO. 1000 1000 (gpm) (ft) (ft) (ft/s) (ft/ft) (ft/ft) P-1 R-1 J-1 3277.57 2.47 0.31 5.23 5.57 4 .94 1 Pipe2000 Educational/Demo Version - Not for professional use I P-10 FH-1 J-4 -344.51 0. 65 0.00 2.20 2.23 2.23 P-11 J-7 J-8 6.00 0.02 0.00 0.27 0.15 0.15 P-12 J-5 J-9 -163.25 0.70 0.32 1.85 3.32 2.28 P-13 J-9 FH-2 -184.25 0.31 0.05 2.09 3.30 2.84 P-14 FH-2 FH-4 -184 .25 2.31 0.09 2.09 2. 95 2.84 P-15 FH-4 J-3 -184.25 0.20 0.00 1.18 0.70 0.70 P-16 J-6 J-11 3174.90 7.78 0.00 5.07 4. 66 4. 66 P-17 J-11 J-12 143.33 0.08 0.00 0.41 0.06 0.06 P-18 J-12 J-13 136.72 0.18 0.01 0.87 0.43 0.40 P-19 J-13 FH-7 85.72 0.02 0.03 0.55 0.39 0. 17 P-2 J-1 J-2 3242.40 9.21 1.48 5.17 5. 63 4.85 P-20 J-13 FH-16 51.00 0.02 0.01 0.33 0.08 0.06 P-21 J-14 J-10 10.50 0.06 0.00 0.48 0.41 0.41 P-22 J-14 FH-5 28.50 0.00 0.00 0. 18 0.03 0.02 P-23 FH-5 FH-14 28.50 0.00 0.00 0.18 0.02 0.02 P-24 FH-14 J-16 18.00 0.00 0.00 0.11 0.01 0.01 P-25 J-16 FH-6 0.00 0.00 0.00 0.00 0.00 0.00 P-26 FH-14 J-17 10.50 0.11 0.00 0.48 0.41 0.41 P-27 J-16 J-18 13.50 0.20 0.00 0.61 0.66 0.66 r-zts til-/ rt3-15 1:3 . 11 0.28 0.01 0. 97 0.72 0.69 P-29 FH-15 FH-8 7.50 0.00 0.00 0.09 0.01 0.01 P-3 J-3 3-2 -3242.40 0.94 0.31 5.17 6.42 4.85 P-30 FH-8 J-20 7.50 0.00 0.00 0.09 0.01 0.01 P-31 FH-15 3-21 64.72 0. 13 0.01 0.73 0.43 0.41 P-32 3-21 3-22 12.00 0. 12 0.00 0.54 0.53 0.53 P-33 3-21 FH-9 34.72 0.03 0.00 0.39 0. 13 0.13 P-34 FH-9 FH-13 34.72 0.02 0.01 0.22 0.05 0.03 P-35 FH-13 J-23 -41.78 0.02 0.01 0.27 0.06 0.04 P-36 FH-13 FH-10 60.00 0.05 0.02 0.38 0.12 0.09 P-37 FH-10 J-25 6.00 0.02 0.00 0.27 0.15 0.15 P-38 FH-10 FH-11 54.00 0.02 0.00 0.34 0.08 0.07 P-39 FH-11 3-26 18.00 0.30 0.00 0.82 1. 12 1.12 P-4 J-3 3-4 3052.16 1.27 0.27 4.87 5.26 4.33 P-40 FH-11 FH-12 36.00 0.02 0.00 0.23 0.03 0.03 P-41 FH-12 3-28 36.00 0.59 0.00 1.63 4.06 4.06 P-42 3-23 3-1 -35.17 26.86 0.00 2.30 9.45 9.45 P-43 3-12 3-27 6.61 0.00 0.00 0.02 0.00 0.00 P-44 3-27 3-23 6.61 0.70 0.00 0.43 0.43 0.43 P-45 3-11 R-2 3031.57 2.14 0.00 4.84 4 .28 4 .28 P-46 FH-16 3-14 51.00 0.02 0.00 0.33 0.06 0.06 P-5 3-4 3-6 2697.15 4.16 0.64 4.30 3.98 3.45 P-6 3-6 3-5 -477.75 1.96 0.42 5.42 20.10 16.58 P-7 J-5 FH-3 -331.01 0.31 0.03 2.11 2.25 2.07 P-8 FH-3 3-7 -331.01 0.85 0.05 2.11 2.19 2.07 P-9 3-7 FH-1 -344.51 0.51 0.03 2.20 2.36 2.23 END NODE RESULTS + + I Pipe2000 Educational/Demo Version - Not for professional use I + + NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE (gpm) (ft) (ft) (ft) (psi) FH-1 0.00 480.08 333.00 147.08 63.73 FH-10 0.00 467.26 308.00 159.26 69.01 FH-11 0.00 467.23 313.00 154.23 66.83 FH-12 0.00 467.22 313.00 154.22 66.83 FH-13 16.50 467.33 305.00 162.33 70.34 FH-14 0.00 467.80 315.00 152.80 66.21 FH-15 13.50 467.52 306.00 161.52 69.99 FH-16 0.00 467.83 307.00 160.83 69.69 FH-2 0.00 479. 67 333.00 146.67 63.56 FH-3 0.00 478.63 326.00 152.63 66.14 FH-4 0.00 482.07 333.00 149.07 64.60 FH-5 0.00 467.81 313.00 154.81 67.08 FH-6 0.00 467.80 316.00 151.80 65.78 FH-7 0.00 467.81 309.00 158.81 68.82 FH-8 0.00 467.52 303.00 164.52 71.29 FH-9 0.00 467.36 307.00 160.36 69.49 3-1 0.00 494.21 342.00 152.21 65. 96 3-10 10.50 467.75 312.00 155.75 67.49 3-11 0.00 468.14 311.00 157.14 68.09 J-12 0.00 468.06 305.00 163.06 70.66 3-13 0.00 467.86 307.00 160.86 69.71 3-14 12.00 467.81 314.00 153.81 66. 65 3-16 4.50 467.80 315.00 152.80 66.21 3-17 10.50 467.69 314.00 153.69 66.60 3-18 13.50 467.60 313.00 154.60 66.99 J-2 0.00 483.52 340.00 143.52 62.19 3-20 7.50 467.52 302.00 165.52 71.73 3-21 18.00 467.38 309.00 158.38 68.63 J-22 12.00 467.27 310.00 157.27 68.15 3-23 0.00 467.36 305.00 162.36 70.35 3-25 6.00 467.24 304.00 163.24 70.74 3-26 18.00 466.93 309.00 157.93 68.44 3-27 0.00 468.06 295.00 173.06 74 . 99 J-40 3b.UU 4bb.bi .i11.UU 155. b3 6/.44 J-3 6.00 482.27 339.00 143.27 62.08 J-4 10.50 480.73 339.00 141.73 61.41 ilkom J-5 16.50 478.29 327.00 151.29 65.56 J-6 0.00 475.92 328.00 147.92 64 .10 J-7 7.50 479.54 330.00 149.54 64.80 J-8 6.00 479.51 329.00 150.51 65.22 J-9 21.00 479.32 323.00 156.32 67.74 R-1 Wellborn Ele ---- 497.00 342.00 155.00 67.17 R-2 Flow Test ---- 466.00 311.00 155.00 67.17 SUMMARY OF INFLOWS AND OUTFLOWS (+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES (-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES NODE FLOWRATE NODE NAME (gpm) TITLE R-1 3277.57 Wellborn Ele R-2 -3031.57 Flow Test NET SYSTEM INFLOW = 3277.57 NET SYSTEM OUTFLOW = -3031.57 NET SYSTEM DEMAND = 246.00 ***** HYDRAULIC ANALYSIS COMPLETED ***** * * * * * * * * * * K Y P I P E 4 * * * * * * * * * * * * * University of Kentucky Network Modeling Software * * * * Copyrighted by KPFS 1998 * * Version 2.000 - 04/24/2003 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Date & Time: Mon Feb 26 12:26:04 2007 INPUT DATA FILENAME C:\PROGRA^-1\PIPE20-1\0286W1RA.DT2 TABULATED OUTPUT FILENAME C:\PROGRA-1\PIPE20--1\0286W1RA.OT2 POSTPROCESSOR RESULTS FILENAME C:\PROGRA-1\PIPE20-1\0286W1RA.RS2 ************************************************ %419 SUMMARY OF ORIGINAL DATA ************************************************ UNITSIX SPECIFIED FLOWRATE = gallons/minute HEAD (HGL) = feet PRESSURE = psig lin I Pipe2000 Educational/Demo Version - Not for professional use I + + 49 PIPELINE DATA9/4 STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE P IPE NODE NAMES LENGTH DIAMETER ROUGHNESS MINOR 2 N AME #1 #2 (ft) (in) COEFF. LOSS COEFF. U) P-1 R-1 J-1 500.00 16.00 139.4518 0.74 P-10 FH-1 J-4 291.00 8.00 139.4518 0.00 Oli P-11 J-7 J-8 162.00 3.00 139.0000 0.00 P-12 J-5 J-9 308.00 6.00 139.0000 6.00 P-13 J-9 FH-2 108.00 6.00 139.4518 0.74 P-14 FH-2 FH-4 812.00 6.00 139.4518 1.31 P-15 FH-4 J-3 291.00 8.00 139.4518 0.00 P-16 J-6 J-11 1670.00 16.00 139.4518 0.00 11 P-17 J-11 J-12 1320.00 12.00 139.4518 0.74 P-18 J-12 J-13 459.00 8.00 139.4518 1.14 P-19 J-13 FH-7 126.00 8.00 139.4518 6.00 P-2 J-1 J-2 1900.00 16.00 139.4518 3.57 P-20 J-13 FH-16 338.00 8.00 139.4518 3.57 P-21 J-14 J-10 146.00 3.00 139.0000 0.00 10 P-22 J-14 FH-5 68.00 8.00 139.4518 0.40 P-23 FH-5 FH-14 216.00 8.00 139.4518 0.74law P-24 FH-14 J-16 141.00 8.00 139.4518 0.74 +� P-25 J-16 FH-6 157.00 8.00 139.4518 0.00 101.11. P-26 FH-14 J-17 261.00 3.00 139.0000 0.00 P-27 J-16 J-18 304.00 3.00 139.0000 0.00 P-28 FH-7 FH-15 400.00 6.00 139.4518 0.74 P-29 FH-15 FH-8 247.00 6.00 139.4518 0.74 P-3 J-3 J-2 195.00 16.00 139.4518 0.74 P-30 FH-8 J-20 176.00 6.00 139.4518 0.00 P-31 FH-15 J-21 328.00 6.00 139.4518 0.74 P-32 J-21 J-22 219.00 3.00 139.0000 0.00 P-33 J-21 FH-9 205.00 6.00 139.4518 0.00 P-34 FH-9 FH-13 541.00 8.00 139.4518 9.91 Y-J5 FH-13 J-23 382.00 8.00 139.4518 6.74 P-36 FH-13 FH-10 602.00 8.00 139.4518 9.74 P-37 FH-10 J-25 136.00 3.00 139.0000 0.00 P-38 FH-10 FH-11 341.00 8.00 139.4518 0.74 P-39 FH-11 J-26 267.00 3.00 139.0000 0.00 P-4 J-3 J-4 294.00 16.00 139.4518 0.74 P-40 FH-11 FH-12 443.00 8.00 139.4518 0.00 P-41 FH-12 J-28 145.00 3.00 139.0000 0.00 P-42 J-23 J-1 2842.00 2.50 139.0000 0.00 P-43 J-12 J-27 1933.00 12.00 139.0000 0.00 P-44 J-27 J-23 1640.00 2.50 139.0000 0.00 P-45 J-11 R-2 500.00 16.00 139.4518 0.00 + + 1 Pipe2000 Educational/Demo Version - Not for professional use 1 + + P-46 FH-16 J-14 336.00 8.00 139.4518 0.00 P-5 J-4 J-6 1207.00 16.00 139.4518 2.24 P-6 J-6 J-5 118.00 6.00 139.4518 0.91 P-7 J-5 FH-3 151.00 8.00 139.4518 0.40 P-8 FH-3 J-7 412.00 8.00 139.4518 0.74 P-9 J-7 FH-1 228.00 8.00 139.4518 0.40 END NODE DATA NODE NODE EXTERNAL JUNCTION EXTERNAL NAME TITLE DEMAND ELEVATION GRADE (gPm) (ft) (ft) FH-1 0.00 333.00 FH-10 0.00 308.00 FH-11 0.00 313.00 FH-12 0.00 313.00 FH-13 16.50 305.00 FH-14 0.00 315.00 FH-15 13.50 306.00 FH-16 0.00 307.00 FH-2 0.00 333.00 FH-3 0.00 326.00 FH-4 0.00 333.00 FH-5 0.00 313.00 FH-6 1000.00 316.00 demws FH-7 0.00 309.00 FH-8 0.00 303.00 FH-9 0.00 307.00 J-1 0.00 342.00 J-10 10.50 312.00 J-11 0.00 311.00 J-12 0.00 305.00 J-13 0.00 307.00 J-14 12.00 314.00 J-16 4.50 315.00 J-17 10.50 314.00 J-18 13.50 313.00 J-2 0.00 340.00 J-20 7.50 302.00 J-21 18.00 309.00 J-22 12.00 310.00 J-23 0.00 305.00 J-25 6.00 304.00 J-26 18.00 309.00 J-27 0.00 295.00 J-28 36.00 311.00 + + I Pipe2000 Educational/Demo Version - Not for professional use 1 + + J-3 6.00 339.00 J-4 10.50 339.00 J-5 16.50 327.00 J-6 0.00 328.00 J-7 7.50 330.00 J-8 6.00 329.00 J-9 21.00 323.00 R-1 Wellborn Ele ---- 342.00 497.00 R-2 Flow Test ---- 311.00 466.00 O UTPUT OPTION DATA OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT S YSTEM CONFIGURATION NUMBER OF PIPES (p) = 46 NUMBER OF END NODES (j) = 41 NUMBER OF PRIMARY LOOPS (1) = 4 NUMBER OF SUPPLY NODES (f) = 2 NUMBER OF SUPPLY ZONES (z) = 1 Case: 0 RESULTS OBTAINED AFTER 6 TRIALS: ACCURACY = 0.00001 S IMULATION DESCRIPTION (LAB E L) M.D.W. Centre - Phase One P IPELINE RESULTS STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE P IPE NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/ N AME #1 #2 LOSS LOSS VELO. 1000 1000 (gpm) (ft) (ft) (ft/s) (ft/ft) (ft/ft) P-1 R-1 J-1 3347.99 2.57 0.33 5.34 5.80 5.14 + + I Pipe2000 Educational/Demo Version - Not for professional use I + + P-10 FH-1 J-4 -350.76 0. 67 0.00 2.24 2.30 2.30 P-11 J-7 J-8 6.00 0.02 0.00 0.27 0. 15 0.15 P-12 J-5 J-9 -166.58 0.73 0.33 1.89 3.45 2.37 P-13 J-9 FH-2 -187.58 0.32 0.05 2.13 3.42 2.94 P-14 FH-2 FH-4 -187.58 2.38 0.09 2.13 3.05 2.94 P-15 FH-4 J-3 -187.58 0.21 0.00 1.20 0.72 0.72 P-16 J-6 J-11 3236.45 8.06 0.00 5.16 4.83 4 .83 P-17 J-11 J-12 1134.45 3.71 0.12 3.22 2. 90 2.81 P-18 J-12 J-13 1106.86 8.89 0.88 7.06 21.28 19.36 .. P-19 J-13 FH-7 55.86 0.01 0.01 0.36 0.17 0.08 P-2 J-1 J-2 3303.95 9.53 1.54 5.27 5.83 5.02 P-20 J-13 FH-16 1051.00 5.95 2.49 6.71 24 .97 17.59 P-21 J-14 J-10 10.50 0.06 0.00 0.48 0.41 0.41 P-22 J-14 FH-5 1028.50 1.15 0.27 6.56 20.83 16.90 P-23 FH-5 FH-14 1028.50 3.65 0.50 6.56 19.19 16.90 P-24 FH-14 J-16 1018.00 2.34 0.49 6.50 20.02 16.58 P-25 J-16 FH-6 1000.00 2.52 0.00 6.38 16.04 16.04 2-26 FH-14 J-17 10.50 0.11 0.00 0.48 0.41 0.41 P-27 J-16 J-18 13.50 0.20 0.00 0.61 0. 66 0. 66 P-28 FH-7 FH-15 55.86 0.12 0.00 0.63 0.32 0.31 P-29 FH-15 FH-8 7.50 0.00 0.00 0.09 0.01 0.01 P-3 J-3 J-2 -3303.95 0.98 0.32 5.27 6.65 5.02 P-30 FH-8 J-20 7.50 0.00 0.00 0.09 0.01 0.01 P-31 FH-15 J-21 34.86 0.04 0.00 0.40 0.14 0.13 P-32 J-21 J-22 12.00 0.12 0.00 0.54 0.53 0.53 P-33 J-21 FH-9 4.86 0.00 0.00 0.06 0.00 0.00 P-34 FH-9 FH-13 4.86 0.00 0.00 0.03 0.00 0.00 P-35 FH-13 J-23 -71.64 0.05 0.02 0.46 0.18 0.12 P-36 FH-13 FH-10 60.00 0.05 0.02 0.38 0.12 0.09 P-37 FH-10 J-25 6.00 0.02 0.00 0.27 0.15 0.15 P-38 FH-10 FH-11 54.00 0.02 0.00 0.34 0.08 0.07 P-39 FH-11 J-26 18.00 0.30 0.00 0.82 1.12 1.12 P-4 J-3 J-4 3110.36 1.32 0.28 4.96 5.45 4.49 P-40 FH-11 FH-12 36.00 0.02 0.00 0.23 0.03 0.03 P-41 FH-12 J-28 36.00 0.59 0.00 1. 63 4.06 4.06 P-42 J-23 J-1 -44.05 40.74 0.00 2.88 14.34 14.34 P-43 J-12 J-27 27.60 0.01 0.00 0.08 0.00 0.00 P-44 J-27 J-23 27.60 9.89 0.00 1.80 6.03 6.03 P-45 J-11 R-2 2101.99 1.09 0.00 3.35 2.17 2.17 9-46 FH-16 J-14 1051.00 5.91 0.00 6.71 17.59 17.59 P-5 J-4 J-6 2749.10 4.31 0.67 4 .39 4 .12 3.57 9-6 J-6 J-5 -487.34 2.03 0.43 5.53 20.86 17.20 9-7 J-5 FH-3 -337.26 0.32 0.03 2.15 2.33 2.14 P-8 FH-3 J-7 -337.26 0.88 0.05 2.15 2.27 2.14 P-9 J-7 FH-1 -350.76 0.53 0.03 2.24 2.44 2.30 END NODE RESULTS + + I Pipe2000 Educational/Demo Version - Not for professional use I + + NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE (qpm) (ft) (ft) (ft) (psi) FH-1 0.00 479.46 333.00 146.46 63.46 FH-10 0.00 453.21 308.00 145.21 62.93 FH-11 0.00 453.19 313.00 140.19 60.75 FH-12 0.00 453.17 313.00 140.17 60.74 FH-13 16.50 453.29 305.00 148.29 64.26 FH-14 0.00 433.57 315.00 118.57 51.38 FH-15 13.50 453.33 306.00 147.33 63.84 FH-16 0.00 445.05 307.00 138.05 59.82 FH-2 0.00 479.04 333.00 146.04 63.29 FH-3 0.00 477.96 326.00 151.96 65.85 FH-4 0.00 481.52 333.00 148.52 64.36 FH-5 0.00 437.72 313.00 124.72 54.04 FH-6 1000.00 428.23 316.00 112.23 48.63 ++ FH-7 0.00 453.46 309.00 144.46 62.60 FH-8 0.00 453.33 303.00 150.33 65.14 FH-9 0.00 453.29 307.00 146.29 63.39 J-1 0.00 494.10 342.00 152.10 65.91 J-10 10.50 439.07 312.00 127.07 55.07 J-11 0.00 467.09 311.00 156.09 67. 64 J-12 0.00 463.25 305.00 158.25 68.58 J-13 0.00 453.48 307.00 146.48 63.48 J-14 12.00 439.14 314.00 125.14 54.23 J-16 4.50 430.75 315.00 115.75 50.16 J-17 10.50 433.47 314.00 119.47 51.77 J-18 13.50 430.55 313.00 117.55 50.94 J-2 0.00 483.03 340.00 143.03 61.98 J-20 7.50 453.33 302.00 151.33 65.58 J-21 18.00 453.29 309.00 144 .29 62.53 J-22 12.00 453.17 310.00 143.17 62.04 J-23 0.00 453.36 305.00 148.36 64.29 J-25 6.00 453.19 304.00 149.19 64.65 J-26 18.00 452.89 309.00 143.89 62.35 J-27 0.00 463.25 295.00 168.25 72.91 J-Gb 36.00 452.58 311.00 141.58 61.35 J-3 6.00 481.73 339.00 142.73 61.85 J-4 10.50 480.13 339.00 141.13 61. 16 J-5 16.50 477.61 327.00 150.61 65.27 J-6 0.00 475.15 328.00 147.15 63.77 J-7 7.50 478.90 330.00 148. 90 64.52 J-8 6.00 478.88 329.00 149.88 64.95 J-9 21.00 478.67 323.00 155. 67 67.46 R-1 Wellborn Ele ---- 497.00 342.00 155.00 67.17 R-2 Flow Test ---- 466.00 311.00 155.00 67.17 SUMMARY OF INFLOWS AND OUTFLOWS (+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES (-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES NODE FLOWRATE NODE NAME (qpm) TITLE R-1 3347. 99 Wellborn Ele R-2 -2101.99 Flow Test NET SYSTEM INFLOW = 3347.99 NET SYSTEM OUTFLOW = -2101.99 NET SYSTEM DEMAND = 1246.00 ***** HYDRAULIC ANALYSIS COMPLETED ***** * * * * * * * * * * K Y P I P E 4 * * * * * * * * * * * * University of Kentucky Network Modeling Software * * * Copyrighted by KPFS 1998 * * Version 2.000 - 04/24/2003 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Date & Time: Mon Feb 26 12:29:07 2007 INPUT DATA FILENAME C:\PROGRA-1\PIPE20-1\0286W1RA.DT2 TABULATED OUTPUT FILENAME C:\PROGRA41\PIPE20-1\0286W1RA.OT2 POSTPROCESSOR RESULTS FILENAME C:\PROGRA-1\PIPE20-1\0286W1RA.RS2 ************************************************ 7 SUMMARY OF ORIGINAL DATA ************************************************ ......, UNITSalry SPECIFIED FLOWRATE = gallons/minute ‘1161' HEAD (HGL) = feet PRESSURE = psig • . + + 401 Pipe2000 Educational/Demo Version - Not for professional use I PIPELINEin DATA 40 dine STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE91 P IPE NODE NAMES LENGTH DIAMETER ROUGHNESS MINOR411 N AME #1 #2 (ft) (in) COEFF. LOSS COEFF. P-1 R-1 J-1 500.00 16.00 139.4518 0.74 P-10 FH-1 J-4 291.00 8.00 139.4518 0.00 1141 P-11 J-7 J-8 162.00 3.00 139.0000 0.00 P-12 J-5 J-9 308.00 6.00 139.0000 6.00 P-13 J-9 FH-2 108.00 6.00 139.4518 0.74 P-14 FH-2 FH-4 812.00 6.00 139.4518 1.31 P-15 FH-4 J-3 291.00 8.00 139.4518 0.00 P-16 J-6 J-11 1670.00 16.00 139.4518 0.00 2 P-17 J-11 J-12 1320.00 12.00 139.4518 0.74 P-18 J-12 J-13 459.00 8.00 139.4518 1.14 P-19 J-13 FH-7 126.00 8.00 139.4518 6.00 P-2 J-1 J-2 1900.00 16.00 139.4518 3.57 I P-20 J-13 FH-16 338.00 8.00 139.4518 3.57 P-21 J-14 J-10 146.00 3.00 139.0000 0.00 P-22 J-14 FH-5 68.00 8.00 139.4518 0.40 P-23 FH-5 FH-14 216.00 8.00 139.4518 0.74 P-24 FH-14 J-16 141.00 8.00 139.4518 0.74 P-25 J-16 FH-6 157.00 8.00 139.4518 0.00 P-26 FH-14 J-17 261.00 3.00 139.0000 0.00 r P-27 J-16 J-18 304.00 3.00 139.0000 0.00 P-28 FH-7 FH-15 400.00 6.00 139.4518 0.74 P-29 FH-15 FH-8 247.00 6.00 139.4518 0.74 1"LP P-3 J-3 J-2 195.00 16.00 139.4518 0.74 P-30 FH-8 J-20 176.00 6.00 139.4518 0.00 P-31 FH-15 J-21 328.00 6.00 139.4518 0.74 P-32 J-21 J-22 219.00 3.00 139.0000 0.00 P-33 J-21 FH-9 205.00 6.00 139.4518 0.00 P-34 FH-9 FH-13 541.00 8.00 139.4518 9. 91 1"-.i5 rH-1i 0-Li J3L.UU i.UU 1.39.45lb b. /4 9-36 FH-13 FH-10 602.00 8.00 139.4518 9.74 9-37 FH-10 J-25 136.00 3.00 139.0000 0.00 9-38 FH-10 FH-11 341.00 8.00 139.4518 0.74 9-39 FH-11 J-26 267.00 3.00 139.0000 0.00 9-4 J-3 J-4 294.00 16.00 139.4518 0.74 9-40 FH-11 FH-12 443.00 8.00 139.4518 0.00 9-41 FH-12 J-28 145.00 3.00 139.0000 0.00 9-42 J-23 J-1 2842.00 2.50 139.0000 0.00 9-43 J-12 J-27 1933.00 12.00 139.0000 0.00 9-44 J-27 J-23 1640.00 2.50 139.0000 0.00 9-45 J-11 R-2 500.00 16.00 139.4518 0.00 + + I Pipe2000 Educational/Demo Version - Not for professional use I + + P-46 FH-16 J-14 336.00 8.00 139.4518 0.00 9-5 J-4 J-6 1207.00 16.00 139.4518 2.24 P-6 J-6 J-5 118.00 6.00 139.4518 0.91 9-7 J-5 FH-3 151.00 8.00 139.4518 0.40 9-8 FH-3 J-7 412.00 8.00 139.4518 0.74 9-9 J-7 FH-1 228.00 8.00 139.4518 0.40 END NODE DATA NODE NODE EXTERNAL JUNCTION EXTERNAL NAME TITLE DEMAND ELEVATION GRADE (gpm) (ft) (ft) FH-1 0.00 333.00 FH-10 0.00 308.00 FH-11 0.00 313.00 FH-12 0.00 313.00 FH-13 16.50 305.00 FH-14 1000.00 315.00 FH-15 13.50 306.00 FH-16 0.00 307.00 FH-2 0.00 333.00 FH-3 0.00 326.00 FH-4 0.00 333.00 FH-5 0.00 313.00 FH-6 0.00 316.00 FH-7 0.00 309.00 FH-8 0.00 303.00 FH-9 0.00 307.00 J-1 0.00 342.00 J-10 10.50 312.00 J-11 0.00 311.00 J-12 0.00 305.00 J-13 0.00 307.00 J-14 12.00 314.00 J-16 4.50 315.00 J-17 10.50 314.00 J-18 13.50 313.00 J-2 0.00 340.00 J-20 7.50 302.00 J-21 18.00 309.00 J-22 12.00 310.00 J-23 0.00 305.00 J-25 6.00 304.00 J-26 18.00 309.00 J-27 0.00 295.00 J-28 36.00 311.00 + + 1 Pipe2000 Educational/Demo Version - Not for professional use + + J-3 6.00 339.00 J-4 10.50 339.00 J-5 16.50 327.00 J-6 0.00 328.00 J-7 7.50 330.00 J-8 6.00 329.00 J-9 21.00 323.00 R-1 Wellborn Ele ---- 342.00 497.00 R-2 Flow Test ---- 311.00 466.00 O UTPUT OPTION DATA OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT S YSTEM CONFIGURATION NUMBER OF PIPES (p) = 46 NUMBER OF END NODES (j) = 41 NUMBER OF PRIMARY LOOPS (1) = 4 NUMBER OF SUPPLY NODES (f) = 2 NUMBER OF SUPPLY ZONES (z) = 1 Case: 0 RESULTS OBTAINED AFTER 6 TRIALS: ACCURACY = 0.00001 S IMULATION DESCRIPTION (LABEL) M.D.W. Centre - Phase One P IPELINE RESULTS STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE P IPE NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/ N AME #1 #2 LOSS LOSS VELO. 1000 1000 (gpm) (ft) (ft) (ft/s) (ft/ft) (ft/ft) P-1 R-1 J-1 3347.99 2.57 0.33 5.34 5.80 5.14 + + 1 Pipe2000 Educational/Demo Version - Not for professional use I + + P-10 FH-1 J-4 -350.76 0.67 0.00 2.24 2.30 2.30 P-11 J-7 J-8 6.00 0.02 0.00 0.27 0.15 0.15 P-12 J-5 J-9 -166.58 0.73 0.33 1.89 3.45 2.37 P-13 J-9 FH-2 -187.58 0.32 0.05 2.13 3.42 2.94 P-14 FH-2 FH-4 -187.58 2.38 0.09 2.13 3.05 2.94 P-15 FH-4 J-3 -187.58 0.21 0.00 1.20 0.72 0.72 P-16 J-6 J-11 3236.45 8.06 0.00 5. 16 4.83 4.83 P-17 J-11 J-12 1134.45 3.71 0.12 3.22 2.90 2.81 P-18 J-12 J-13 1106.86 8.89 0.88 7.06 21.28 19.3 P-19 J-13 FH-7 55.86 0.01 0.01 0.36 0.17 0.08 P-2 J-1 J-2 3303.95 9.53 1.54 5.27 5.83 5.02 P-20 J-13 FH-16 1051.00 5.95 2.49 6.71 24.97 17.59 P-21 J-14 J-10 10.50 0.06 0.00 0.48 0.41 0.41 P-22 J-14 FH-5 1028.50 1.15 0.27 6.56 20.83 16.90 P-23 FH-5 FH-14 1028.50 3.65 0.50 6.56 19.19 16.90 P-24 FH-14 J-16 18.00 0.00 0.00 0.11 0.01 0.01 P-25 J-16 FH-6 0.00 0.00 0.00 0.00 0.00 0.00 P-26 FH-14 J-17 10.50 0.11 0.00 0.48 0.41 0.41 P-27 J-16 J-18 13.50 0.20 0.00 0.61 0.66 0.66 1"-Lb FH-/ FH-lb b6.86 U.12 0.00 0.63 0.32 0.31 P-29 FH-15 FH-8 7.50 0.00 0.00 0.09 0.01 0.01 P-3 3-3 3-2 -3303.95 0.98 0.32 5.27 6.65 5.02 P-30 FH-8 3-20 7.50 0.00 0.00 0.09 0.01 0.01 P-31 FH-15 J-21 34.86 0.04 0.00 0.40 0.14 0.13 P-32 3-21 3-22 12.00 0.12 0.00 0.54 0.53 0.53 P-33 3-21 FH-9 4 .86 0.00 0.00 0.06 0.00 0.00 P-34 FH-9 FH-13 4.86 0.00 0.00 0.03 0.00 0.00 P-35 FH-13 3-23 -71.64 0.05 0.02 0.46 0.18 0.12 P-36 FH-13 FH-10 60.00 0.05 0.02 0.38 0.12 0.09 P-37 FH-10 3-25 6.00 0.02 0.00 0.27 0.15 0.15 P-38 FH-10 FH-11 54.00 0.02 0.00 0.34 0.08 0.07 P-39 FH-11 3-26 18.00 0.30 0.00 0.82 1.12 1.12 P-4 3-3 3-4 3110.36 1.32 0.28 4.96 5.45 4.49 P-40 FH-11 FH-12 36.00 0.02 0.00 0.23 0.03 0.03 P-41 FH-12 3-28 36.00 0.59 0.00 1.63 4.06 4.06 P-42 J-23 3-1 -44.05 40.74 0.00 2.88 14.34 14.34 P-43 3-12 3-27 27.60 0.01 0.00 0.08 0.00 0.00 P-44 3-27 3-23 27.60 9.89 0.00 1.80 6.03 6.03 P-45 3-11 R-2 2101.99 1.09 0.00 3.35 2.17 2.17 P-46 FH-16 3-14 1051.00 5.91 0.00 6.71 17.59 17.59 P-5 3-4 3-6 2749.10 4.31 0. 67 4.39 4.12 3.57 P-6 3-6 3-5 -487.34 2.03 0.43 5.53 20.86 17.20 P-7 3-5 FH-3 -337.26 0.32 0.03 2.15 2.33 2.14 P-8 FH-3 3-7 -337.26 0.88 0.05 2.15 2.27 2.14 P-9 3-7 FH-1 -350.76 0.53 0.03 2.24 2.44 2.30 END NODE RESULTS + + 1 Pipe2000 Educational/Demo Version - Not for professional use I + + NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE (gpm) (ft) (ft) (ft) (psi) FH-1 0.00 479.46 333.00 146.46 63.46 FH-10 0.00 453.21 308.00 145.21 62.93 FH-11 0.00 453.19 313.00 140.19 60.75 FH-12 0.00 453.17 313.00 140.17 60.74 FH-13 16.50 453.29 305.00 148.29 64 .26 FH-14 1000.00 433.57 315.00 118.57 51.38 FH-15 13.50 453.33 306.00 147.33 63.84 FH-16 0.00 445.05 307.00 138.05 59.82 FH-2 0.00 479.04 333.00 146.04 63.29 FH-3 0.00 477.96 326.00 151.96 65.85 FH-4 0.00 481.52 333.00 148.52 64.36 FH-5 0.00 437.72 313.00 124.72 54.04 FH-6 0.00 433.57 316.00 117.57 50.95 FH-7 0.00 453.46 309.00 144.46 62.60 FH-8 0.00 453.33 303.00 150.33 65.14 FH-9 0.00 453.29 307.00 146.29 63.39 3-1 0.00 494.10 342.00 152.10 65.91 3-10 10.50 439.07 312.00 127.07 55.07 J-11 0.00 467.09 311.00 156.09 67.64 3-12 0.00 463.25 305.00 158.25 68.58 3-13 0.00 453.48 307.00 146.48 63.48 3-14 12.00 439.14 314.00 125.14 54.23 3-16 4.50 433.57 315.00 118.57 51.38 3-17 10.50 433.47 314.00 119.47 51.77 3-18 13.50 433.37 313.00 120.37 52.16 3-2 0.00 483.03 340.00 143.03 61.98 3-20 7.50 453.33 302.00 151.33 65.58 3-21 18.00 453.29 309.00 144.29 62.53 3-22 12.00 453.17 310.00 143.17 62.04 3-23 0.00 453.36 305.00 148.36 64.29 J-25 6.00 453.19 304.00 149.19 64.65 J-26 18.00 452.89 309.00 143.89 62.35 3-27 0.00 463.25 295.00 168.25 72. 91 J-28 36.00 452.58 311.00 141.58 61.35 J-3 6.00 481.73 339.00 142.73 61.85 J-4 10.50 480.13 339.00 141.13 61.16 J-5 16.50 477.61 327.00 150.61 65.27 J-6 0.00 475.15 328.00 147.15 63.77 J-7 7.50 478.90 330.00 148.90 64.52 J-8 6.00 478.88 329.00 149.88 64.95 J-9 21.00 478.67 323.00 155. 67 67.46 R-1 Wellborn Ele ---- 497.00 342.00 155.00 67.17 R-2 Flow Test ---- 466.00 311.00 155.00 67.17 SUMMARY OF INFLOWS AND OUTFLOWS (+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES (-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES NODE FLOWRATE NODE NAME (gpm) TITLE R-1 3347.99 Wellborn Ele R-2 -2101.99 Flow Test NET SYSTEM INFLOW = 3347.99 NET SYSTEM OUTFLOW = -2101.99 NET SYSTEM DEMAND = 1246.00 ***** HYDRAULIC ANALYSIS COMPLETED ***** * * * * * * * * * * K Y P I P E 4 * * * * * * * * * * * * * University of Kentucky Network Modeling Software * * * * Copyrighted by KPFS 1998 * * Version 2.000 - 04/24/2003 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Date & Time: Mon Feb 26 12:30:47 2007 INPUT DATA FILENAME C:\PROGRA-1\PIPE20-1\0286W1RA.DT2 TABULATED OUTPUT FILENAME C:\PROGRA-1\PIPE20-1\0286W1RA.OT2117) POSTPROCESSOR RESULTS FILENAME C:\PROGRA-1\PIPE20-1\0286W1RA.RS2 ************************************************ SUMMARY OF O R I G I NAL DATA ************************************************ tql... • • UNITS SPECIFIED FLOWRATE = gallons/minute HEAD (HGL) = feet10. PRESSURE = psig I Pipe2000 Educational/Demo Version - Not for professional use I CP + + ..r W PIPELINE41: DATA STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE 2 P IPE NODE NAMES LENGTH DIAMETER ROUGHNESS MINOR N AME #1 #2 (ft) (in) COEFF. LOSS COEFF. di P-1 R-1 J-1 500.00 16.00 139.4518 0.74 P-10 FH-1 J-4 291.00 8.00 139.4518 0.00 P-11 J-7 J-8 162.00 3.00 139.0000 0.00 P-12 J-5 J-9 308.00 6.00 139.0000 6.00 2 P-13 J-9 FH-2 108.00 6.00 139.4518 0.74 P-14 FH-2 FH-4 812.00 6.00 139.4518 1.31 P-15 FH-4 J-3 291.00 8.00 139.4518 0.00 P-16 J-6 J-11 1670.00 16.00 139.4518 0.00 1:1! P-17 J-11 J-12 1320.00 12.00 139.4518 0.74 P-18 J-12 J-13 459.00 8.00 139.4518 1.14 P-19 J-13 FH-7 126.00 8.00 139.4518 6.00 P-2 J-1 J-2 1900.00 16.00 139.4518 3.57 P-20 J-13 FH-16 338.00 8.00 139.4518 3.57 P-21 J-14 J-10 146.00 3.00 139. 0000 0.00Ig P-22 J-14 FH-5 68.00 8.00 139. 4518 0.40 P-23 FH-5 FH-14 216.00 8.00 139.4518 0.74 P-24 FH-14 J-16 141.00 8.00 139.4518 0.74 P-25 J-16 FH-6 157.00 8.00 139.4518 0.00 til P-26 FH-14 J-17 261.00 3.00 139.0000 0.00 P-27 J-16 J-18 304.00 3.00 139.0000 0.00 P-28 FH-7 FH-15 400.00 6.00 139. 4518 0.74 P-29 FH-15 FH-8 247.00 6.00 139. 4518 0.74 P-3 J-3 J-2 195.00 16.00 139.4518 0.74 P-30 FH-8 J-20 176.00 6.00 139.4518 0.00 P-31 FH-15 J-21 328.00 6.00 139.4518 0.74 P-32 J-21 J-22 219.00 3.00 139.0000 0.00 P-33 J-21 FH-9 205.00 6.00 139.4518 0.00 P-34 FH-9 FH-13 541.00 8.00 139.4518 9.91 P-35 FH-13 J-23 382.00 8.00 139.4518 6.74 P-36 FH-13 FH-10 602.00 8.00 139.4518 9.74 P-37 FH-10 J-25 136.00 3.00 139.0000 0.00 P-38 FH-10 FH-11 341.00 8.00 139.4518 0.74 P-39 FH-11 3-26 267.00 3.00 139.0000 0.00 P-4 J-3 J-4 294.00 16.00 139.4518 0.74 P-40 FH-11 FH-12 443.00 8.00 139.4518 0.00 P-41 FH-12 3-28 145.00 3.00 139.0000 0.00 P-42 J-23 J-1 2842.00 2.50 139.0000 0.00 P-43 3-12 3-27 1933.00 12.00 139.0000 0.00 P-44 J-27 3-23 1640.00 2.50 139.0000 0.00 P-45 3-11 R-2 500.00 16.00 139.4518 0.00 + + I Pipe2000 Educational/Demo Version - Not for professional use I + + 2-46 FH-16 3-14 336.00 8.00 139.4518 0.00 P-5 J-4 3-6 1207.00 16.00 139.4518 2.24 2-6 3-6 3-5 118.00 6.00 139.4518 0.91 2-7 3-5 FH-3 151.00 8.00 139.4518 0.40 2-8 FH-3 3-7 412.00 8.00 139.4518 0.74 2-9 J-7 FH-1 228.00 8.00 139.4518 0.40 END NODE DATA NODE NODE EXTERNAL JUNCTION EXTERNAL NAME TITLE DEMAND ELEVATION GRADE (gpm) (ft) (ft) FH-1 0.00 333.00 FH-10 0.00 308.00 FH-11 0.00 313.00 FH-12 0.00 313.00 FH-13 16.50 305.00 FH-14 0.00 315.00 FH-15 13.50 306.00 FH-16 0.00 307.00 FH-2 0.00 333.00 FH-3 0.00 326.00 FH-4 0.00 333.00 FH-5 1000.00 313.00 tomb FH-6 0.00 316.00 FH-7 0.00 309.00 FH-8 0.00 303.00 FH-9 0.00 307.00 J-1 0.00 342.00 J-10 10.50 312.00 J-11 0.00 311.00 J-12 0.00 305.00 J-13 0.00 307.00 J-14 12.00 314.00 J-16 4.50 315.00 J-17 10.50 314.00 J-18 13.50 313.00 J-2 0.00 340.00 J-20 7.50 302.00 J-21 18.00 309.00 J-22 12.00 310.00 J-23 0.00 305.00 J-25 6.00 304.00 J-26 18.00 309.00 J-27 0.00 295.00 J-28 36.00 311.00 + + I Pipe2000 Educational/Demo Version - Not for professional use I + + J-3 6.00 339.00 J-4 10.50 339.00 J-5 16.50 327.00 J-6 0.00 328.00 J-7 7.50 330.00 J-8 6.00 329.00 J-9 21.00 323.00 R-1 Wellborn Ele ---- 342.00 497.00 R-2 Flow Test ---- 311.00 466.00 OUTPUT OPTION DATA OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT SYSTEM CONFIGURATION NUMBER OF PIPES (p) = 46 NUMBER OF END NODES (j) = 41 NUMBER OF PRIMARY LOOPS (1) = 4 NUMBER OF SUPPLY NODES (f) = 2 NUMBER OF SUPPLY ZONES (z) = 1 Case: 0 RESULTS OBTAINED AFTER 6 TRIALS: ACCURACY = 0.00001 SIMULATION DESCRIPTION (LABEL) M.D.W. Centre - Phase One PIPELINE RESULTS STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE P IPE NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/ N AME #1 #2 LOSS LOSS VELO. 1000 1000 (gpm) (ft) (ft) (ft/s) (ft/ft) (ft/ft) P-1 R-1 3-1 3347.99 2.57 0.33 5.34 5.80 5.14 + + I Pipe2000 Educational/Demo Version - Not for professional use I + + P-10 FH-1 J-4 -350.76 0. 67 0.00 2.24 2.30 2.30 P-11 3-7 3-8 6.00 0.02 0.00 0.27 0.15 0.15 P-12 J-5 J-9 -166.58 0.73 0.33 1.89 3.45 2.37 P-13 3-9 FH-2 -187.58 0.32 0.05 2.13 3.42 2.94 P-14 FH-2 FH-4 -187.58 2.38 0.09 2.13 3.05 2.94 P-15 FH-4 J-3 -187.58 0.21 0.00 1.20 0.72 0.72 P-16 3-6 J-11 3236.45 8.06 0.00 5.16 4 .83 4.83 P-17 3-11 3-12 1134.45 3.71 0.12 3.22 2.90 2.81 P-18 J-12 J-13 1106.86 8.89 0.88 7.06 21.28 19.36 P-19 3-13 FH-7 55.86 0.01 0.01 0.36 0.17 0.08 P-2 3-1 3-2 3303.95 9.53 1.54 5.27 5.83 5.02 P-20 3-13 FH-16 1051.00 5.95 2.49 6.71 24.97 17.59 P-21 J-14 3-10 10.50 0.06 0.00 0.48 0.41 0.41 P-22 3-14 FH-5 1028.50 1.15 0.27 6.56 20.83 16.90 P-23 FH-5 FH-14 28.50 0.00 0.00 0. 18 0.02 0.02 9-24 FH-14 3-16 18.00 0.00 0.00 0.11 0.01 0.01 P-25 3-16 FH-6 0.00 0.00 0.00 0.00 0.00 0.00 9-26 FH-14 3-17 10.50 0.11 0.00 0.48 0.41 0.41 P-27 3-16 3-18 13.50 0.20 0.00 0.61 0.66 0.66 2-28 FH-7 FH-15 55.86 0.12 0.00 0.63 0.32 0.31 2-29 FH-15 FH-8 7.50 0.00 0.00 0.09 0.01 0.01 2-3 J-3 J-2 -3303.95 0. 98 0.32 5.27 6. 65 5.02 2-30 FH-8 J-20 7.50 0.00 0.00 0.09 0.01 0.01 2-31 FH-15 J-21 34.86 0.04 0.00 0.40 0.14 0.13 2-32 J-21 J-22 12.00 0.12 0.00 0.54 0.53 0.53 2-33 J-21 FH-9 4.86 0.00 0.00 0.06 0.00 0.00 2-34 FH-9 FH-13 4.86 0.00 0.00 0.03 0.00 0.00 P-35 FH-13 J-23 -71.64 0.05 0.02 0.46 0.18 0.12 2-36 FH-13 FH-10 60.00 0.05 0.02 0.38 0.12 0.09 2-37 FH-10 J-25 6.00 0.02 0.00 0.27 0.15 0.15 2-38 FH-10 FH-11 54 .00 0.02 0.00 0.34 0.08 0.07 2-39 FH-11 J-26 18.00 0.30 0.00 0.82 1.12 1.12 2-4 J-3 J-4 3110.36 1.32 0.28 4.96 5.45 4.49 P-40 FH-11 FH-12 36.00 0.02 0.00 0.23 0.03 0.03 2-41 FH-12 J-28 36.00 0.59 0.00 1. 63 4.06 4 .06 2-42 J-23 J-1 -44.05 40.74 0.00 2.88 14.34 14.34 2-43 J-12 J-27 27.60 0.01 0.00 0.08 0.00 0.00 P-44 J-27 J-23 27.60 9.89 0.00 1.80 6.03 6.03 2-45 J-11 R-2 2101.99 1.09 0.00 3.35 2.17 2.17 2-46 FH-16 J-14 1051.00 5.91 0.00 6.71 17.59 17.59 2-5 J-4 J-6 2749.10 4.31 0.67 4.39 4.12 3.57 2-6 J-6 J-5 -487.34 2.03 0.43 5.53 20.86 17.20 2-7 J-5 FH-3 -337.26 0.32 0.03 2.15 2.33 2.14 2-8 FH-3 J-7 -337.26 0.88 0.05 2.15 2.27 2.14 2-9 J-7 FH-1 -350.76 0.53 0.03 2.24 2.44 2.30 END NODE RESULTS + + I Pipe2000 Educational/Demo Version - Not for professional use I + + NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE (gpm) (ft) (ft) (ft) (psi) FH-1 0.00 479.46 333.00 146.46 63.46 FH-10 0.00 453.21 308.00 145.21 62.93 FH-11 0.00 453.19 313.00 140.19 60.75 FH-12 0.00 453.17 313.00 140.17 60.74 FH-13 16.50 453.29 305.00 148.29 64.26 FH-14 0.00 437.71 315.00 122.71 53.18 FH-15 13.50 453.33 306.00 147.33 63.84 FH-16 0.00 445.05 307.00 138.05 59.82 FH-2 0.00 479.04 333.00 146.04 63.29 FH-3 0.00 477.96 326.00 151.96 65.85 FH-4 0.00 481.52 333.00 148.52 64.36 FH-5 1000.00 437.72 313.00 124.72 54.04 FH-6 0.00 437.71 316.00 121.71 52.74 40000 FH-7 0.00 453.46 309.00 144.46 62.60 FH-8 0.00 453.33 303.00 150.33 65.14 FH-9 0.00 453.29 307.00 146.29 63.39 J-1 0.00 494.10 342.00 152.10 65.91 J-10 10.50 439.07 312.00 127.07 55.07 J-11 0.00 467.09 311.00 156.09 67.64 J-12 0.00 463.25 305.00 158.25 68.58 J-13 0.00 453.48 307.00 146.48 63.48 J-14 12.00 439.14 314.00 125.14 54.23 J-16 4.50 437.71 315.00 122.71 53.18 J-17 10.50 437.61 314.00 123.61 53.56 J-18 13.50 437.51 313.00 124.51 53.95 J-2 0.00 483.03 340.00 143.03 61.98 J-20 7.50 453.33 302.00 151.33 65.58 J-21 18.00 453.29 309.00 144.29 62.53 J-22 12.00 453.17 310.00 143.17 62.04 J-23 0.00 453.36 305.00 148.36 64.29 J-25 6.00 453.19 304.00 149.19 64.65 J-26 18.00 452.89 309.00 143.89 62.35 J-27 0.00 463.25 295.00 168.25 72.91 J-28 36.00 452.58 311.00 141.58 61.35 J-3 6.00 481.73 339.00 142.73 61.85 J-4 10.50 480.13 339.00 141.13 61.16 J-5 16.50 477.61 327.00 150.61 65.27 J-6 0.00 475.15 328.00 147.15 63.77 J-7 7.50 478.90 330.00 148.90 64.52 J-8 6.00 478.88 329.00 149.88 64.95 J-9 21.00 478.67 323.00 155.67 67.46 R-1 Wellborn Ele ---- 497.00 342.00 155.00 67.17 R-2 Flow Test ---- 466.00 311.00 155.00 67.17 SUMMARY OF INFLOWS AND OUTFLOWS (+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES (-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES NODE FLOWRATE NODE NAME (gpm) TITLE R-1 3347.99 Wellborn Ele R-2 -2101.99 Flow Test NET SYSTEM INFLOW = 3347.99 NET SYSTEM OUTFLOW = -2101.99 NET SYSTEM DEMAND = 1246.00 ***** HYDRAULIC ANALYSIS COMPLETED ***** * * * * * * * * * * KY P I P E 4 * * * * * * * * * * * * * University of Kentucky Network Modeling Software * * * Copyrighted by KPFS 1998 * * Version 2.000 - 04/24/2003 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Date & Time: Mon Feb 26 12:49:13 2007 INPUT DATA FILENAME C:\PROGRA-1\PIPE20-1\0286W1RA.DT2 TABULATED OUTPUT FILENAME C:\PROGRA-1\PIPE20-1\0286W1RA.OT2 POSTPROCESSOR RESULTS FILENAME C:\PROGRA-1\PIPE20-1\0286W1RA.RS2 AN, ************************************************ domme SUMMARY OF ORIGINAL DATA ************************************************ UNITS SPECIFIED IL FLOWRATE = gallons/minute HEAD (HGL) = feet PRESSURE = psig (10 + + Pipe2000 Educational/Demo Version - Not for professional usela + + 0 PIPELINEpow DATAOf STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE 42. P IPE NODE NAMES LENGTH DIAMETER ROUGHNESS MINOR Z N AME #1 #2 (ft) (in) COEFF. LOSS COEFF. Ili P-i R-1 J-1 500.00 16.00 139.4518 0.74 P-10 FH-1 3-4 291.00 8.00 139.4518 0.00 P-11 J-7 3-8 162.00 3.00 139.0000 0.00Iji P-12 3-5 3-9 308.00 6.00 139.0000 6.00 P-13 J-9 FH-2 108.00 6.00 139.4518 0.74 P-14 FH-2 FH-4 812.00 6.00 139.4518 1.31 P-15 FH-4 J-3 291.00 8.00 139.4518 0.00 P-16 3-6 3-11 1670.00 16.00 139.4518 0.00 1 P-17 J-11 3-12 1320.00 12.00 139. 4518 0.74 P-18 J-12 3-13 459.00 8.00 139.4518 1.14 ,�,, P-19 J-13 FH-7 126.00 8.00 139.4518 6.00 lirlialm P-2 3-1 3-2 1900.00 16.00 139.4518 3.57 P-20 3-13 FH-16 338.00 8.00 139.4518 3.57 P-21 3-14 3-10 146.00 3.00 139.0000 0.00 t! P-22 3-14 FH-5 68.00 8.00 139.4518 0.40 P-23 FH-5 FH-14 216.00 8.00 139.4518 0.74 P-24 FH-14 3-16 141.00 8.00 139.4518 0.74 P-25 3-16 FH-6 157.00 8.00 139.4518 0.00 P-26 FH-14 3-17 261.00 3.00 139.0000 0.00 P-27 3-16 3-18 304.00 3.00 139.0000 0.00 ImIL 2-28 FH-7 FH-15 400.00 6.00 139.4518 0.74 P-29 FH-15 FH-8 247.00 6.00 139.4518 0.74 P-3 3-3 3-2 195.00 16.00 139.4518 0.74 2-30 FH-8 3-20 176.00 6.00 139.4518 0.00 2-31 FH-15 3-21 328.00 6.00 139.4518 0.74 P-32 3-21 3-22 219.00 3.00 139.0000 0.00 P-33 J-21 FH-9 205.00 6.00 139.4518 0.00 P-34 FH-9 FH-13 541.00 8.00 139.4518 9.91 P-35 FH-13 J-23 382.00 8.00 139.4518 6.74 2-36 FH-13 FH-10 602.00 8.00 139.4518 9.74 2-37 FH-10 J-25 136.00 3.00 139.0000 0.00 P-38 FH-10 FH-11 341.00 8.00 139.4518 0.74 2-39 FH-ii J-26 267.00 3.00 139.0000 0.00 2-4 3-3 3-4 294.00 16.00 139.4518 0.74 2-40 FH-11 FH-12 443.00 8.00 139.4518 0.00 2-41 FH-12 3-28 145.00 3.00 139.0000 0.00 2-42 J-23 3-1 2842.00 2.50 139.0000 0.00 2-43 3-12 3-27 1933.00 12.00 139.0000 0.00 2-44 3-27 3-23 1640.00 2.50 139.0000 0.00 2-45 3-11 R-2 500.00 16.00 139.4518 0.00 + + I Pipe2000 Educational/Demo Version - Not for professional use I + + 2-46 FH-16 3-14 336.00 8.00 139.4518 0.00 2-5 3-4 3-6 1207.00 16.00 139.4518 2.24 2-6 3-6 3-5 118.00 6.00 139.4518 0.91 2-7 3-5 FH-3 151.00 8.00 139.4518 0.40 P-8 FH-3 3-7 412.00 8.00 139.4518 0.74 2-9 3-7 FH-1 228.00 8.00 139.4518 0.40 END NODE DATA NODE NODE EXTERNAL JUNCTION EXTERNAL NAME TITLE DEMAND ELEVATION GRADE (gpm) (ft) (ft) FH-1 0.00 333.00 FH-10 0.00 308.00 FH-11 0.00 313.00 FH-12 0.00 313.00 FH-13 16.50 305.00 FH-14 0.00 315.00 FH-15 13.50 306.00 FH-16 1000.00 307.00 FH-2 0.00 333.00 FH-3 0.00 326.00 FH-4 0.00 333.00 FH-5 0.00 313.00 FH-6 0.00 316.00 FH-7 0.00 309.00 FH-8 0.00 303.00 FH-9 0.00 307.00 J-1 0.00 342.00 J-10 10.50 312.00 J-11 0.00 311.00 J-12 0.00 305.00 J-13 0.00 307.00 J-14 12.00 314.00 J-16 4.50 315.00 J-17 10.50 314.00 J-18 13.50 313.00 J-2 0.00 340.00 J-20 7.50 302.00 J-21 18.00 309.00 J-22 12.00 310.00 J-23 0.00 305.00 J-25 6.00 304.00 J-26 18.00 309.00 J-27 0.00 295.00 J-28 36.00 311.00 + + 1 Pipe2000 Educational/Demo Version - Not for professional use I + -• + J-3 6.00 339.00 J-4 10.50 339.00 J-5 16.50 327.00 J-6 0.00 328.00 J-7 7.50 330.00 J-8 6.00 329.00 J-9 21.00 323.00 R-1 Wellborn Ele ---- 342.00 497.00 R-2 Flow Test ---- 311.00 466.00 O UTPUT OPTION DATA OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT S YSTEM CONFIGURATION NUMBER OF PIPES (p) = 46 NUMBER OF END NODES (j) = 41 NUMBER OF PRIMARY LOOPS (1) = 4 NUMBER OF SUPPLY NODES (f) = 2 NUMBER OF SUPPLY ZONES (z) = 1 Case: 0 RESULTS OBTAINED AFTER 6 TRIALS: ACCURACY = 0.00001 S IMULATION DESCRIPTION (LABEL) M.D.W. Centre - Phase One P IPELINE RESULTS STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE P IPE NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/ N AME #1 #2 LOSS LOSS VELO. 1000 1000 (gpm) (ft) (ft) (ft/s) (ft/ft) (ft/ft) P-1 R-1 J-1 3347.99 2.57 0.33 5.34 5.80 5.14 + + I Pipe2000 Educational/Demo Version - Not for professional use I + + P-10 FH-1 J-4 -350.76 0.67 0.00 2.24 2.30 2.30 P-11 J-7 J-8 6.00 0.02 0.00 0.27 0.15 0.15 P-12 J-5 J-9 -166.58 0.73 0.33 1.89 3.45 2.37 P-13 J-9 FH-2 -187.58 0.32 0. 05 2.13 3.42 2.94 P-14 FH-2 FH-4 -187.58 2.38 0.09 2.13 3.05 2.94 P-15 FH-4 J-3 -187.58 0.21 0.00 1.20 0.72 0.72 P-16 J-6 J-11 3236.45 8.06 0.00 5.16 4.83 4.83 P-17 J-11 J-12 1134.45 3.71 0.12 3.22 2.90 2.81 P-18 J-12 J-13 1106.86 8.89 0.88 7.06 21.28 19.36 P-19 J-13 FH-7 55.86 0.01 0. 01 0.36 0.17 0.08 P-2 J-1 J-2 3303.95 9.53 1.54 5.27 5.83 5.02 P-20 J-13 FH-16 1051.00 5.95 2.49 6.71 24. 97 17.59 P-21 J-14 J-10 10.50 0.06 0.00 0.48 0.41 0.41 P-22 J-14 FH-5 28.50 0.00 0.00 0.18 0.03 0.02 P-23 FH-5 FH-14 28.50 0.00 0.00 0.18 0.02 0.02 P-24 FH-14 J-16 18.00 0.00 0.00 0.11 0.01 0.01 P-25 J-16 FH-6 0.00 0.00 0.00 0.00 0.00 0.00 P-26 FH-14 J-17 10.50 0.11 0.00 0.48 0.41 0.41 P-27 J-16 J-18 13.50 0.20 0.00 0.61 0.66 0. 66 P-28 FH-7 FH-15 55.86 0.12 0.00 0.63 0.32 0.31 2-29 FH-15 FH-8 7.50 0.00 0.00 0.09 0.01 0.01 2-3 J-3 J-2 -3303.95 0. 98 0.32 5.27 6. 65 5.02 2-30 FH-8 J-20 7.50 0.00 0.00 0.09 0.01 0.01 2-31 FH-15 J-21 34.86 0.04 0.00 0.40 0.14 0.13 P-32 J-21 J-22 12.00 0.12 0.00 0.54 0.53 0.53 2-33 J-21 FH-9 4.86 0.00 0.00 0.06 0.00 0.00 2-34 FH-9 FH-13 4.86 0.00 0.00 0.03 0.00 0.00 2-35 FH-13 J-23 -71.64 0.05 0.02 0.46 0.18 0. 12 2-36 FH-13 FH-10 60.00 0.05 0.02 0.38 0.12 0.09 2-37 FH-10 J-25 6.00 0.02 0.00 0.27 0.15 0.15 2-38 FH-10 FH-11 54.00 0.02 0.00 0.34 0.08 0.07 2-39 FH-11 J-26 18.00 0.30 0.00 0.82 1.12 1.12 2-4 J-3 J-4 3110.36 1.32 0.28 4.96 5.45 4.49 2-40 FH-11 FH-12 36.00 0.02 0.00 0.23 0.03 0.03 2-41 FH-12 J-28 36.00 0.59 0.00 1.63 4.06 4.06 2-42 J-23 J-1 -44.05 40.74 0.00 2.88 14.34 14.34 2-43 J-12 J-27 27.60 0.01 0.00 0.08 0.00 0.00 2-44 J-27 J-23 27.60 9.89 0.00 1.80 6.03 6.03 2-45 J-11 R-2 2101.99 1.09 0.00 3.35 2.17 2.17 2-46 FH-16 J-14 51.00 0.02 0.00 0.33 0.06 0.06 2-5 J-4 J-6 2749.10 4.31 0.67 4 .39 4.12 3.57 2-6 J-6 J-5 -487.34 2.03 0.43 5.53 20.86 17.20 2-7 J-5 FH-3 -337.26 0.32 0.03 2.15 2.33 2.14 2-8 FH-3 J-7 -337.26 0.88 0.05 2.15 2.27 2.14 2-9 J-7 FH-1 -350.76 0.53 0.03 2.24 2.44 2.30 END NODE RESULTS + + 1 Pipe2000 Educational/Demo Version - Not for professional use i + + NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE (gpm) (ft) (ft) (ft) (psi) FH-1 0.00 479.46 333.00 146.46 63.46 FH-10 0.00 453.21 308.00 145.21 62.93 FH-11 0.00 453.19 313.00 140.19 60.75 FH-12 0.00 453.17 313.00 140.17 60.74 FH-13 16.50 453.29 305.00 148.29 64.26 F11-14 0.00 445.02 315.00 130.02 56.34 FH-15 13.50 453.33 306.00 147.33 63.84 FH-16 1000.00 445.05 307.00 138.05 59.82 FH-2 0.00 479.04 333.00 146.04 63.29 FH-3 0.00 477.96 326.00 151.96 65.85 FH-4 0.00 481.52 333.00 148.52 64.36 FH-5 0.00 445.02 313.00 132.02 57.214E0.mm FH-6 0.00 445.01 316.00 129.01 55.91 F11-7 0.00 453.46 309.00 144.46 62.60 FH-8 0.00 453.33 303.00 150.33 65.14 FH-9 0.00 453.29 307.00 146.29 63.39 J-1 0.00 494.10 342.00 152.10 65.91 J-10 10.50 444.96 312.00 132.96 57.62 J-11 0.00 467.09 311.00 156.09 67.64 J-12 0.00 463.25 305.00 158.25 68.58 J-13 0.00 453.48 307.00 146.48 63.48 J-14 12.00 445.02 314.00 131.02 56.78 J-16 4.50 445.01 315.00 130.01 56.34 J-17 10.50 444.91 314.00 130.91 56.73 J-18 13.50 444.81 313.00 131.81 57.12 J-2 0.00 483.03 340.00 143.03 61.98 J-20 7.50 453.33 302.00 151.33 65.58 J-21 18.00 453.29 309.00 144.29 62.53 J-22 12.00 453.17 310.00 143.17 62.04 J-23 0.00 453.36 305.00 148.36 64.29 J-25 6.00 453.19 304.00 149.19 64 .65 J-26 18.00 452.89 309.00 143.89 62.35 J-27 0.00 463.25 295.00 168.25 72. 91 J-28 36.00 452.58 311.00 141.58 61.35 J-3 6.00 481.73 339.00 142.73 61.85 J-4 10.50 480.13 339.00 141.13 61.16 J-5 16.50 477.61 327.00 150.61 65.27 J-6 0.00 475.15 328.00 147.15 63.77 J-7 7.50 478.90 330.00 148.90 64.52 J-8 6.00 478.88 329.00 149.88 64.95 J-9 21.00 478.67 323.00 155.67 67.46 R-1 Wellborn Ele ---- 497.00 342.00 155.00 67. 17 R-2 Flow Test ---- 466.00 311.00 155.00 67.17 S U MMA R Y OF INFLOWS AND OUTFLOWS (+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES (-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES NODE FLOWRATE NODE NAME (gpm) TITLE R-1 3347.99 Wellborn Ele R-2 -2101.99 Flow Test NET SYSTEM INFLOW = 3347.99 NET SYSTEM OUTFLOW = -2101.99 NET SYSTEM DEMAND = 1246.00 ***** HYDRAULIC ANALYSIS COMPLETED ***** k * * * * * * * * * * K Y P I P E 4 * * * * * * * * * * * * * University of Kentucky Network Modeling Software * * * * Copyrighted by KPFS 1998 * * Version 2.000 - 04/24/2003 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Date & Time: Mon Feb 26 12:49:54 2007 INPUT DATA FILENAME C:\PROGRA-l\PIPE20-1\0286W1RA.DT2 TABULATED OUTPUT FILENAME C:\PROGRA-1\PIPE20-1\0286W1RA.OT2r1414111 POSTPROCESSOR RESULTS FILENAME C:\PROGRA-i\PIPE20-1\0286W1RA.RS2 ************************************************ SUMMARYIT OF ORIGINAL DATA ************************************************ 141.6 UNITS SPECIFIED • FLOWRATE = gallons/minute HEAD (HGL) = feet PRESSURE = psigi:!!; + + 1 Pipe2000 Educational/Demo Version - Not for professional use 1 + + 0 A.0 01 PIPELINE DATA STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE P IPEli NODE NAMES LENGTH DIAMETER ROUGHNESS MINOR N AME #1 #2 (ft) (in) COEFF. LOSS COEFF. - 16 P-1 R-1 J-1 500.00 16.00 139.4518 0.74 P-10 FH-1 J-4 291.00 8.00 139.4518 0.00 cin P-11 J-7 J-8 162.00 3.00 139.0000 0.00 P-12 J-5 J-9 308.00 6.00 139.0000 6.00 P-13 J-9 FH-2 108.00 6.00 139.4518 0.74 P-14 FH-2 FH-4 812.00 6.00 139.4518 1.312 P-15 FH-4 J-3 291.00 8.00 139.4518 0.00 P-16 J-6 J-11 1670.00 16.00 139.4518 0.00 ( i:) P-17 J-11 J-12 1320.00 12.00 139.4518 0.74 P-18 J-12 J-13 459.00 8.00 139.4518 1.14 P-19 J-13 FH-7 126.00 8.00 139.4518 6.00Irimm P-2 J-1 J-2 1900.00 16.00 139.4518 3.57 P-20 J-13 FH-16 338.00 8.00 139.4518 3.57 P-21 J-14 J-10 146.00 3.00 139.0000 0.00 P-22 J-14 FH-5 68.00 8.00 139.4518 0.40 !6! P-23 FH-5 FH-14 216.00 8.00 139.4518 0.74 P-24 FH-14 J-16 141.00 8.00 139.4518 0.74 P-25 J-16 FH-6 157.00 8.00 139.4518 0.00 wi.n P-26 FH-14 J-17 261.00 3.00 139.0000 0.00 P-27 J-16 J-18 304.00 3.00 139.0000 0.00 P-28 FH-7 FH-15 400.00 6.00 139.4518 0.74 P-29 FH-15 FH-8 247.00 6.00 139.4518 0.74 P-3 J-3 J-2 195.00 16.00 139.4518 0.74 P-30 FH-8 J-20 176.00 6.00 139.4518 0.00 P-31 FH-15 J-21 328.00 6.00 139.4518 0.74 P-32 J-21 J-22 219.00 3.00 139.0000 0.00 P-33 J-21 FH-9 205.00 6.00 139.4518 0.00 P-34 FH-9 FH-13 541.00 8.00 139.4518 9.91 P-35 FH-13 J-23 382.00 8.00 139.4518 6.74 P-36 FH-13 FH-10 602.00 8.00 139.4518 9.74 P-37 FH-10 J-25 136.00 3.00 139.0000 0.00 P-38 FH-10 FH-11 341.00 8.00 139.4518 0.74 P-39 FH-11 J-26 267.00 3.00 139.0000 0.00 P-4 J-3 J-4 294.00 16.00 139.4518 0.74 P-40 FH-11 FH-12 443.00 8.00 139.4518 0.00 P-41 FH-12 J-28 145.00 3.00 139.0000 0.00 P-42 J-23 J-1 2842.00 2.50 139.0000 0.00 P-43 J-12 J-27 1933.00 12.00 139.0000 0.00 P-44 J-27 J-23 1640.00 2.50 139.0000 0.00 P-45 J-11 R-2 500.00 16.00 139.4518 0.00 + + I Pipe2000 Educational/Demo Version - Not for professional use 1 + + P-46 FH-16 J-14 336.00 8.00 139.4518 0.00 P-5 J-4 J-6 1207.00 16.00 139.4518 2.24 P-6 J-6 J-5 118.00 6.00 139.4518 0.91 P-7 J-5 FH-3 151.00 8.00 139.4518 0.40 P-8 FH-3 J-7 412.00 8.00 139.4518 0.74 P-9 J-7 FH-1 228.00 8.00 139.4518 0.40 END NODE DATA NODE NODE EXTERNAL JUNCTION EXTERNAL NAME TITLE DEMAND ELEVATION GRADE (glom) (ft) (ft) FH-1 0.00 333.00 FH-10 0.00 308.00 FH-11 0.00 313.00 FH-12 0.00 313.00 FH-13 16.50 305.00 FH-14 0.00 315.00 FH-15 13.50 306.00 FH-16 0.00 307.00 FH-2 0.00 333.00 FH-3 0.00 326.00 FH-4 0.00 333.00 FH-5 0.00 313.00 FH-6 0.00 316.00 FH-7 1000.00 309.00 FH-8 0.00 303.00 FH-9 0.00 307.00 J-1 0.00 342.00 J-10 10.50 312.00 J-11 0.00 311.00 J-12 0.00 305.00 J-13 0.00 307.00 J-14 12.00 314 .00 J-16 4.50 315.00 J-17 10.50 314.00 J-18 13.50 313.00 J-2 0.00 340.00 J-20 7.50 302.00 J-21 18.00 309.00 J-22 12.00 310.00 J-23 0.00 305.00 J-25 6.00 304.00 J-26 18.00 309.00 J-27 0.00 295.00 J-28 36.00 311.00 + + I Pipe2000 Educational/Demo Version - Not for professional use 1 + + J-3 6.00 339.00 J-4 10.50 339.00 J-5 16.50 327.00 J-6 0.00 328.00 J-7 7.50 330.00 J-8 6.00 329.00 J-9 21.00 323.00 R-1 Wellborn Ele ---- 342.00 497.00 R-2 Flow Test ---- 311.00 466.00 O UTPUT OPTION DATA OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT S YSTEM CONFIGURATION NUMBER OF PIPES (p) = 46 NUMBER OF END NODES (j) = 41 NUMBER OF PRIMARY LOOPS (1) = 4 NUMBER OF SUPPLY NODES (f) = 2 NUMBER OF SUPPLY ZONES (z) = 1 Case: 0 RESULTS OBTAINED AFTER 6 TRIALS: ACCURACY = 0.00001 S IMULATION DESCRIPTION (LABEL) M.D.W. Centre - Phase One P IPELINE RESULTS STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE P IPE NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/ N AME #1 #2 LOSS LOSS VELO. 1000 1000 (gpm) (ft) (ft) (ft/s) (ft/ft) (ft/ft) P-1 R-1 J-1 3350.90 2.58 0.33 5.35 5.81 5.15 + + 1 Pipe2000 Educational/Demo Version - Not for professional use 1 + + P-10 FH-1 3-4 -350.71 0. 67 0.00 2.24 2.30 2.30 P-11 J-7 J-8 6.00 0.02 0.00 0.27 0.15 0.15 P-12 3-5 J-9 -166.56 0.73 0.33 1.89 3.45 2.37 P-13 3-9 FH-2 -187.56 0.32 0.05 2.13 3.42 2.93 P-14 FH-2 FH-4 -187.56 2.38 0.09 2.13 3.05 2.93 P-15 FH-4 3-3 -187.56 0.21 0.00 1.20 0.72 0.72 P-16 J-6 3-11 3235.96 8.06 0.00 5. 16 4.83 4.83 P-17 3-11 3-12 1131.06 3.69 0.12 3.21 2.89 2.80 P-18 3-12 3-13 1095.39 8.72 0.87 6. 99 20.87 18. 99 P-19 J-13 FH-7 1044.39 2.19 4.14 6.67 50.23 17.38 P-2 3-1 3-2 3303.46 9.53 1.54 5.27 5.83 5.02 P-20 J-13 FH-16 51.00 0.02 0.01 0.33 0.08 0.06 P-21 3-14 3-10 10.50 0.06 0.00 0.48 0.41 0.41 P-22 3-14 FH-5 28.50 0.00 0.00 0.18 0.03 0.02 P-23 FH-5 FH-14 28.50 0.00 0.00 0.18 0.02 0.02 P-24 FH-14 3-16 18.00 0.00 0.00 0.11 0.01 0.01 P-25 3-16 FH-6 0.00 0.00 0.00 0.00 0.00 0.00 P-26 FH-14 J-17 10.50 0.11 0.00 0.48 0.41 0.41 P-27 J-16 3-18 13.50 0.20 0.00 0.61 0.66 0.66 P-28 FH-7 FH-15 44.39 0.08 0.00 0.50 0.21 0.20 P-29 FH-15 FH-8 7.50 0.00 0.00 0.09 0.01 0.01 P-3 J-3 J-2 -3303.46 0.98 0.32 5.27 6.65 5.02 P-30 FH-8 J-20 7.50 0.00 0.00 0.09 0.01 0.01 P-31 FH-15 J-21 23.39 0.02 0.00 0.27 0.06 0.06 P-32 J-21 J-22 12.00 0.12 0.00 0.54 0.53 0.53 P-33 J-21 FH-9 -6.61 0.00 0.00 0.08 0.01 0.01 P-34 FH-9 FH-13 -6.61 0.00 0.00 0.04 0.00 0.00 P-35 FH-13 J-23 -83.11 0.06 0.03 0.53 0.24 0.16 P-36 FH-13 FH-10 60.00 0.05 0.02 0.38 0.12 0.09 P-37 FH-10 J-25 6.00 0.02 0.00 0.27 0.15 0. 15 P-38 FH-10 FH-11 54.00 0.02 0.00 0.34 0.08 0.07 P-39 FH-11 J-26 18.00 0.30 0.00 0.82 1.12 1.12 P-4 J-3 J-4 3109.91 1.32 0.28 4.96 5.45 4.49 P-40 FH-11 FH-12 36.00 0.02 0.00 0.23 0.03 0.03 P-41 FH-12 J-28 36.00 0.59 0.00 1.63 4.06 4.06 P-42 J-23 J-1 -47.44 46.74 0.00 3.10 16.45 16.45 P-43 J-12 J-27 35.68 0.01 0.00 0.10 0.00 0.00 P-44 J-27 J-23 35.68 15.91 0.00 2.33 9.70 9.70 P-45 J-11 R-2 2104.90 1.09 0.00 3.36 2.18 2.18 P-46 FH-16 J-14 51.00 0.02 0.00 0.33 0.06 0.06 P-5 J-4 J-6 2748.69 4.31 0.67 4.39 4. 12 3.57 P-6 J-6 J-5 -487.27 2.03 0.43 5.53 20.86 17.20 P-7 J-5 FH-3 -337.21 0.32 0.03 2.15 2.33 2.14 P-8 FH-3 J-7 -337.21 0.88 0.05 2.15 2.27 2.14 P-9 J-7 FH-1 -350.71 0.53 0.03 2.24 2.44 2.30 END NODE RESULTS + + I Pipe2000 Educational/Demo Version - Not for professional use I + + NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE (gpm) (ft) (ft) (ft) (psi) FH-1 0.00 479.46 333.00 146.46 63.46 FH-10 0.00 447.19 308.00 139.19 60.32 FH-11 0.00 447.16 313.00 134.16 58.14 FH-12 0.00 447.15 313.00 134.15 58.13 FH-13 16.50 447.26 305.00 142.26 61.65 FH-14 0.00 453.64 315.00 138.64 60.08 FH-15 13.50 447.28 306.00 141.28 61.22 FH-16 0.00 453. 67 307.00 146.67 63.56 FH-2 0.00 479.04 333.00 146.04 63.29 FH-3 0.00 477.96 326.00 151.96 65.85 FH-4 0.00 481.52 333.00 148.52 64.36 FH-5 0.00 453.65 313.00 140.65 60.95 FH-6 0.00 453.64 316.00 137.64 59.64 F11-7 1000.00 447.37 309.00 138.37 59.96 FH-8 0.00 447.28 303.00 144.28 62.52 FH-9 0.00 447.26 307.00 140.26 60.78 J-1 0.00 494.10 342.00 152.10 65.91 J-10 10.50 453.59 312.00 141.59 61.35 J-11 0.00 467.09 311.00 156.09 67.64 J-12 0.00 463.28 305.00 158.28 68.59 J-13 0.00 453.70 307.00 146.70 63.57 J-14 12.00 453. 65 314.00 139.65 60.51 J-16 4.50 453.64 315.00 138.64 60.08 J-17 10.50 453.53 314.00 139.53 60.46 J-18 13.50 453.44 313.00 140.44 60.86 J-2 0.00 483.03 340.00 143.03 61.98 J-20 7.50 447.28 302.00 145.28 62.95 J-21 18.00 447.26 309.00 138.26 59.91 J-22 12.00 447.15 310.00 137.15 59.43 J-23 0.00 447.35 305.00 142.35 61.69 J-25 6.00 447.17 304.00 143.17 62.04 J-26 18.00 446.86 309.00 137.86 59.74 J-27 0.00 463.27 295.00 168.27 72.92 J-28 36.00 446.56 311.00 135.56 58.74 J-3 6.00 481.73 339.00 142.73 61.85 J-4 10.50 480.13 339.00 141.13 61.16 J-5 16.50 477. 61 327.00 150. 61 65.27 J-6 0.00 475.15 328.00 147.15 63.77 J-7 7.50 478.90 330.00 148.90 64.52 J-8 6.00 478.88 329.00 149.88 64 .95 J-9 21.00 478.67 323.00 155.67 67.46 R-1 Wellborn Ele ---- 497.00 342.00 155.00 67.17 R-2 Flow Test ---- 466.00 311.00 155.00 67.17 S U MMA R Y OF INFLOWS AND OUTFLOWS (+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES (-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES NODE FLOWRATE NODE NAME (qpm) TITLE R-1 3350.90 Wellborn Ele R-2 -2104.90 Flow Test NET SYSTEM INFLOW = 3350.90 NET SYSTEM OUTFLOW = -2104.90 NET SYSTEM DEMAND = 1246.00 ***** HYDRAULIC ANALYSIS COMPLETED ***** * * * * * * * * * * K Y P I P E 4 * * * * * * * * * * *. * * University of Kentucky Network Modeling Software * * * * Copyrighted by KPFS 1998 * * Version 2.000 - 04/24/2003 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Date & Time: Mon Feb 26 12:52:49 2007 INPUT DATA FILENAME C:\PROGRA-1\PIPE20-1\0286W1RA.DT2 in TABULATED OUTPUT FILENAME C:\PROGRA-1\PIPE20-1\0286W1RA.OT2 ammo POSTPROCESSOR RESULTS FILENAME C:\PROGRA-1\PIPE20-1\0286W1RA.RS2 ************************************************ 'ail SUMMARY OF ORIGINAL DATA ************************************************ UNITS SPECIFIED a • FLOWRATE = gallons/minute14) HEAD (HGL) = feet PRESSURE = psig ati + + I Pipe2000 Educational/Demo Version - Not for professional use I120 + + PIPELINE (SE DATA STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE P IPE NODE NAMES LENGTH DIAMETER ROUGHNESS MINOR -V N AME #1 #2 (ft) (in) COEFF. LOSS COEFF. P-1 R-1 J-1 500.00 16.00 139.4518 0.74 Cj ) P-10 FH-1 J-4 291.00 8.00 139.4518 0.00 P-11 J-7 J-8 162.00 3.00 139.0000 0.00 P-12 J-5 J-9 308.00 6.00 139.0000 6.00 :3 P-13 J-9 FH-2 108.00 6.00 139.4518 0.74 P-14 FH-2 FH-4 812.00 6.00 139.4518 1.31 P-15 FH-4 J-3 291.00 8.00 139.4518 0.00 P-16 J-6 J-11 1670.00 16.00 139.4518 0.00 P-17 J-11 J-12 1320.00 12.00 139.4518 0.74ti1.1. P-18 J-12 J-13 459.00 8.00 139.4518 1.14 P-19 J-13 FH-7 126.00 8.00 139.4518 6.00 P-2 J-1 J-2 1900.00 16.00 139.4518 3.57 P-20 J-13 FH-16 338.00 8.00 139.4518 3.57Ed P-21 J-14 J-10 146.00 3.00 139.0000 0.00 P-22 J-14 FH-5 68.00 8.00 139.4518 0.40tit P-23 FH-5 FH-14 216.00 8.00 139.4518 0.74 P-24 FH-14 J-16 141.00 8.00 139.4518 0.74 d' P-25 J-16 FH-6 157.00 8.00 139.4518 0.00 IA.' P-26 FH-14 J-17 261.00 3.00 139.0000 0.00 P-27 J-16 J-18 304.00 3.00 139.0000 0.00 P-28 FH-7 FH-15 400.00 6.00 139.4518 0.74 P-29 FH-15 FH-8 247.00 6.00 139.4518 0.74 P-3 J-3 J-2 195.00 1.6.00 139.4518 0.74 P-30 FH-8 J-20 176.00 6.00 139.4518 0.00 P-31 FH-15 J-21 328.00 6.00 139.4518 0.74 P-32 J-21 J-22 219.00 3.00 139.0000 0.00 P-33 J-21 FH-9 205.00 6.00 139.4518 0.00 P-34 FH-9 FH-13 541.00 8.00 139.4518 9.91 1--.i5 FH-13 J-23 382.00 8.00 139.4518 6.74 P-36 FH-13 FH-10 602.00 8.00 139.4518 9.74 P-37 FH-10 J-25 136.00 3.00 139.0000 0.00 P-38 FH-10 FH-11 341.00 8.00 139.4518 0.74 P-39 FH-11 3-26 267.00 3.00 139.0000 0.00 P-4 3-3 3-4 294.00 16.00 139.4518 0.74 P-40 FH-11 FH-12 443.00 8.00 139.4518 0.00 P-41 FH-12 J-28 145.00 3.00 139.0000 0.00 P-42 J-23 J-1 2842.00 2.50 139.0000 0.00 P-43 J-12 J-27 1933.00 12.00 139.0000 0.00 P-44 J-27 3-23 1640.00 2.50 139.0000 0.00 P-45 3-11 R-2 500.00 16.00 139.4518 0.00 + + I Pipe2000 Educational/Demo Version - Not for professional use 1 + + P-46 F1-I-16 3-14 336.00 8.00 139. 4518 0.00 P-5 J-4 J-6 1207.00 16.00 139.4518 2.24 P-6 J-6 J-5 118.00 6.00 139.4518 0.91 P-7 J-5 FH-3 151.00 8.00 139.4518 0.40 P-8 FH-3 J-7 412.00 8.00 139. 4518 0.74 P-9 J-7 FH-1 228.00 8.00 139.4518 0.40 END NODE DATA NODE NODE EXTERNAL JUNCTION EXTERNAL NAME TITLE DEMAND ELEVATION GRADE (gpm) (ft) (ft) FH-1 0.00 333.00 FH-10 0.00 308.00 FH-11 0.00 313.00 FH-12 0.00 313.00 FH-13 16.50 305.00 FH-14 0.00 315.00 FH-15 1013.50 306.00 FH-16 0.00 307.00 FH-2 0.00 333.00 FH-3 0.00 326.00 FH-4 0.00 333.00 FH-5 0.00 313.00 FH-6 0.00 316.00 FH-7 0.00 309.00 FH-8 0.00 303.00 FH-9 0.00 307.00 J-1 0.00 342.00 J-10 10.50 312.00 J-11 0.00 311.00 J-12 0.00 305.00 J-13 0.00 307.00 J-14 12.00 314.00 J-16 4.50 315.00 J-17 10.50 314.00 J-18 13.50 313.00 J-2 0.00 340.00 J-20 7.50 302.00 J-21 18.00 309.00 J-22 12.00 310.00 J-23 0.00 305.00 J-25 6.00 304.00 J-26 18.00 309.00 J-27 0.00 295.00 J-28 36.00 311.00 + + 1 Pipe2000 Educational/Demo Version - Not for professional use 1 + + J-3 6.00 339.00 J-4 10.50 339.00 J-5 16.50 327.00 J-6 0.00 328.00 J-7 7.50 330.00 J-8 6.00 329.00 J-9 21.00 323.00 R-1 Wellborn Ele ---- 342.00 497.00 R-2 Flow Test ---- 311.00 466.00 O UTPUT OPTION DATA OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT S YSTEM CONFIGURATION NUMBER OF PIPES (p) = 46 NUMBER OF END NODES (j) = 41 NUMBER OF PRIMARY LOOPS (1) = 4 NUMBER OF SUPPLY NODES (f) = 2 NUMBER OF SUPPLY ZONES (z) = 1 Case: 0 RESULTS OBTAINED AFTER 7 TRIALS: ACCURACY = 0.00000 S IMULATION DESCRIPTION (LABEL) M.D.W. Centre - Phase One P IPELINE RESULTS STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE P IPE NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/ N AME #1 #2 LOSS LOSS VELO. 1000 1000 (gpm) (ft) (ft) (ft/s) (ft/ft) (ft/ft) P-1 R-1 J-1 3362.01 2.59 0.33 5.36 5.84 5.18 + + I Pipe2000 Educational/Demo Version - Not for professional use I + + P-10 FH-1 J-4 -350.52 0.67 0.00 2.24 2.30 2.30 P-11 J-7 J-8 6.00 0.02 0.00 0.27 0.15 0.15 P-12 J-5 J-9 -166.45 0.73 0.33 1.89 3.45 2.37 P-13 J-9 FH-2 -187.45 0.32 0.05 2.13 3.41 2.93 P-14 FH-2 FH-4 -187.45 2.38 0.09 2.13 3.04 2.93 P-15 FH-4 J-3 -187.45 0.21 0.00 1.20 0.72 0.72 P-16 J-6 J-11 3234 .10 8.05 0.00 5.16 4.82 4 .82 P-17 J-11 J-12 1118.08 3.61 0.12 3.17 2.83 2.74 P-18 J-12 J-13 1057.51 8.17 0.81 6.75 19.55 17.79 P-19 J-13 FH-7 1006.51 2.05 3.84 6.42 46.75 16.24 P-2 J-1 J-2 3301.60 9.52 1.54 5.27 5.82 5.01 P-20 J-13 FH-16 51.00 0.02 0.01 0.33 0.08 0.06 P-21 J-14 J-10 10.50 0.06 0.00 0.48 0.41 0.41 P-22 J-14 FH-5 28.50 0.00 0.00 0. 18 0.03 0.02 P-23 FH-5 FH-14 28.50 0.00 0.00 0. 18 0.02 0.02 P-24 FH-14 J-16 18.00 0.00 0.00 0.11 0.01 0.01 P-25 J-16 FH-6 0.00 0.00 0.00 0.00 0.00 0.00 P-26 FH-14 J-17 10.50 0.11 0.00 0.48 0.41 0.41 P-27 J-16 J-18 13.50 0.20 0.00 0.61 0.66 0.66 r-zu ni-/ FH-lb 1006.51 26.36 1.50 11.42 69. 65 65. 90 4f..m P-29 FH-15 FH-8 7.50 0.00 0.00 0.09 0.01 0.01 P-3 J-3 J-2 -3301. 60 0.98 0.32 5.27 6.65 5.01 P-30 FH-8 J-20 7.50 0.00 0.00 0.09 0.01 0.01 P-31 FH-15 J-21 -14.49 0.01 0.00 0.16 0.03 0.03 P-32 J-21 J-22 12.00 0.12 0.00 0.54 0.53 0.53 P-33 J-21 FH-9 -44.49 0.04 0.00 0.50 0.20 0.20 P-34 FH-9 FH-13 -44.49 0.03 0.01 0.28 0.07 0.05 P-35 FH-13 J-23 -120. 99 0.12 0.06 0.77 0.48 0.32 P-36 FH-13 FH-10 60.00 0.05 0.02 0.38 0.12 0.09 P-37 FH-10 J-25 6.00 0.02 0.00 0.27 0.15 0.15 P-38 FH-10 FH-11 54.00 0.02 0.00 0.34 0.08 0.07 P-39 FH-11 J-26 18.00 0.30 0.00 0.82 1.12 1.12 P-4 J-3 J-4 3108.14 1.32 0.28 4.96 5.44 4.48 P-40 FH-11 FH-12 36.00 0.02 0.00 0.23 0.03 0.03 P-41 FH-12 J-28 36.00 0.59 0.00 1. 63 4.06 4.06 P-42 J-23 J-1 -60.42 73.16 0.00 3.95 25.74 25.74 P-43 J-12 J-27 60.58 0.02 0.00 0.17 0.01 0.01 P-44 J-27 J-23 60.58 42.42 0.00 3.96 25.87 25.87 P-45 J-11 R-2 2116.01 1.10 0.00 3.38 2.20 2.20 P-46 FH-16 J-14 51.00 0.02 0.00 0.33 0.06 0.06 P-5 J-4 J-6 2747.12 4.30 0.67 4.38 4.12 3.56 P-6 J-6 J-5 -486.98 2.03 0.43 5.53 20.83 17.18 P-7 J-5 FH-3 -337.02 0.32 0.03 2.15 2.33 2.14 P-8 FH-3 J-7 -337.02 0.88 0.05 2.15 2.27 2.14 P-9 J-7 FH-1 -350.52 0.52 0.03 2.24 2.44 2.30 END NODE RESULTS + + I Pipe2000 Educational/Demo Version - Not for professional use + + NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE (gpm) (ft) (ft) (ft) (psi) FH-1 0.00 479.45 333.00 146.45 63.46 FH-10 0.00 420.66 308.00 112.66 48.82 FH-11 0.00 420.64 313.00 107.64 46. 64 FH-12 0.00 420.62 313.00 107.62 46.64 FH-13 16.50 420.74 305.00 115.74 50.15 FH-14 0.00 454.34 315.00 139.34 60.38 FH-15 1013.50 420.65 306.00 114 . 65 49. 68 FH-16 0.00 454.37 307.00 147.37 63.86 FH-2 0.00 479.04 333.00 146.04 63.28 FH-3 0.00 477.96 326.00 151.96 65.85 FH-4 0.00 481.51 333.00 148.51 64.36 FH-5 0.00 454.35 313.00 141.35 61.25 FH-6 0.00 454.34 316.00 138.34 59.95 FH-7 0.00 448.51 309.00 139.51 60.45 FH-8 0.00 420. 64 303.00 117.64 50. 98 FH-9 0.00 420.70 307.00 113.70 49.27 J-1 0.00 494.08 342.00 152.08 65. 90 J-10 10.50 454.29 312.00 142.29 61.66 J-ii 0.00 467.10 311.00 156.10 67.64 J-12 0.00 463.37 305.00 158.37 68.63 J-13 0.00 454.40 307.00 147.40 63.87 J-14 12.00 454 .35 314.00 140.35 60.82 J-16 4.50 454.34 315.00 139.34 60.38 J-17 10.50 454.23 314.00 140.23 60.77 3-18 13.50 454.14 313.00 141.14 61. 16 3-2 0.00 483.02 340.00 143.02 61.98 3-20 7.50 420.64 302.00 118.64 51.41 3-21 18.00 420.66 309.00 111.66 48.38 3-22 12.00 420.54 310.00 110.54 47.90 3-23 0.00 420.92 305.00 115. 92 50.23 3-25 6.00 420.64 304.00 116. 64 50.54 3-26 18.00 420.34 309.00 111.34 48.25 3-27 0.00 463.35 295.00 168.35 72. 95 J-ZU 36.00 420.03 311.00 109.03 47.25 J-3 6.00 481.72 339.00 142.72 61.85 3-4 10.50 480.12 339.00 141.12 61.15 J-5 16.50 477.61 327.00 150.61 65.26 3-6 0.00 475.15 328.00 147.15 63.77 3-7 7.50 478.90 330.00 148.90 64.52 3-8 6.00 478.87 329.00 149.87 64 . 95 J-9 21.00 478.67 323.00 155.67 67.46 R-1 Wellborn Ele ---- 497.00 342.00 155.00 67.17 R-2 Flow Test ---- 466.00 311.00 155.00 67.17 SUMMARY OF INFLOWS AND OUTFLOWS (+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES (-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES NODE FLOWRATE NODE NAME (gpm) TITLE R-1 3362.01 Wellborn Ele R-2 -2116.01 Flow Test NET SYSTEM INFLOW = 3362.01 NET SYSTEM OUTFLOW = -2116.01 NET SYSTEM DEMAND = 1246.00 ***** HYDRAULIC ANALYSIS COMPLETED ***** * * * * * * * * * * K Y P I P E 4 * * * * * * * * * * * * * University of Kentucky Network Modeling Software * * * * Copyrighted by KPFS 1998 * * Version 2.000 - 04/24/2003 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Date & Time: Mon Feb 26 12:58:57 2007 INPUT DATA FILENAME C:\PROGRA-1\PIPE20-1\0286W1RA.DT2 TABULATED OUTPUT FILENAME C:\PROGRA-1\PIPE20-1\0286W1RA.OT2 POSTPROCESSOR RESULTS FILENAME C:\PROGRA-1\PIPE20-1\0286W1RA.RS2 ************************************************ (10 SUMMARY OF ORIGINAL DATA ************************************************ UNITS (14". SPECIFIED FLOWRATE = gallons/minute at • HEAD (HGL) = feet PRESSURE = psig di + + I Pipe2000 Educational/Demo Version - Not for professional use I + + 42 PIPELINEMOP DATA STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE 2 PIPEid NODE NAMES LENGTH DIAMETER ROUGHNESS MINOR NAME #1 #2 (ft) (in) COEFF. LOSS COEFF. P-1 R-1 J-1 500.00 16.00 139.4518 0.74 ‘113 P-10 FH-1 J-4 291.00 8.00 139.4518 0.00 P-11 J-7 J-8 162.00 3.00 139.0000 0.00 P-12 J-5 J-9 308.00 6.00 139.0000 6.00 P-13 J-9 FH-2 108.00 6.00 139.4518 0.74 P-14 FH-2 FH-4 812.00 6.00 139.4518 1.31 P-15 FH-4 J-3 291.00 8.00 139.4518 0.00 /1 P-16 J-6 J-11 1670.00 16.00 139.4518 0.00 P-17 J-11 J-12 1320.00 12.00 139.4518 0.74 i 14 P-18 J-12 J-13 459.00 8.00 139.4518 1. 14 P-19 J-13 FH-7 126.00 8.00 139.4518 6.00 P-2 J-1 J-2 1900.00 16.00 139.4518 3.57 P-20 J-13 FH-16 338.00 8.00 139.4518 3.57 P-21 J-14 J-10 146.00 3.00 139.0000 0.00hill P-22 J-14 FH-5 68.00 8.00 139.4518 0.40 P-23 FH-5 FH-14 216.00 8.00 139.4518 0.74COL P-24 FH-14 J-16 141.00 8.00 139.4518 0.74 Ilmi: P-25 J-16 FH-6 157.00 8.00 139.4518 0.00 P-26 FH-14 J-17 261.00 3.00 139.0000 0.00 P-27 J-16 J-18 304.00 3.00 139.0000 0.00 P-28 FH-7 FH-15 400.00 6.00 139.4518 0.74 P-29 FH-15 FH-8 247.00 6.00 139.4518 0.74 P-3 J-3 J-2 195.00 16.00 139.4518 0.74 P-30 FH-8 J-20 176.00 6.00 139.4518 0.00 P-31 FH-15 J-21 328.00 6.00 139.4518 0.74 P-32 J-21 J-22 219.00 3.00 139.0000 0.00 P-33 J-21 FH-9 205.00 6.00 139.4518 0.00 2-34 FH-9 FH-13 541.00 8.00 139.4518 9.91 9-35 FH-13 J-23 382.00 8.00 139.4518 6.74 9-36 FH-13 FH-10 602.00 8.00 139.4518 9.74 9-37 FH-10 J-25 136.00 3.00 139.0000 0.00 9-38 FH-10 FH-11 341.00 8.00 139.4518 0.74 9-39 FH-11 J-26 267.00 3.00 139.0000 0.00 9-4 J-3 J-4 294.00 16.00 139.4518 0.74 9-40 FH-11 FH-12 443.00 8.00 139.4518 0.00 9-41 FH-12 J-28 145.00 3.00 139.0000 0.00 9-42 J-23 J-1 2842.00 2.50 139.0000 0.00 9-43 J-12 J-27 1933.00 12.00 139.0000 0.00 9-44 J-27 J-23 1640.00 2.50 139.0000 0.00 9-45 J-11 R-2 500.00 16.00 139.4518 0.00 + + I Pipe2000 Educational/Demo Version - Not for professional use I + + 9-46 FH-16 J-14 336.00 8.00 139.4518 0.00 9-5 J-4 J-6 1207.00 16.00 139.4518 2.24 9-6 J-6 J-5 118.00 6.00 139.4518 0.91 9-7 J-5 FH-3 151.00 8.00 139.4518 0.40 P-8 FH-3 J-7 412.00 8.00 139.4518 0.74 9-9 J-7 FH-1 228.00 8.00 139.4518 0.40 END NODE DATA NODE NODE EXTERNAL JUNCTION EXTERNAL NAME TITLE DEMAND ELEVATION GRADE (gpm) (ft) (ft) FH-1 0.00 333.00 FH-10 0.00 308.00 FH-11 0.00 313.00 FH-12 0.00 313.00 FH-13 16.50 305.00 FH-14 0.00 315.00 FH-15 13.50 306.00 FH-16 0.00 307.00 FH-2 0.00 333.00 FH-3 0.00 326.00 FH-4 0.00 333.00 FH-5 0.00 313.00 FH-6 0.00 316.00 FH-7 0.00 309.00 FH-8 1000.00 303.00 FH-9 0.00 307.00 J-1 0.00 342.00 J-10 10.50 312.00 J-11 0.00 311.00 J-12 0.00 305.00 J-13 0.00 307.00 J-14 12.00 314.00 J-16 4.50 315.00 J-17 10.50 314.00 J-18 13.50 313.00 J-2 0.00 340.00 J-20 7.50 302.00 J-21 18.00 309.00 J-22 12.00 310.00 J-23 0.00 305.00 J-25 6.00 304.00 J-26 18.00 309.00 J-27 0.00 295.00 J-28 36.00 311.00 + + 1 Pipe2000 Educational/Demo Version - Not for professional use I + + J-3 6.00 339.00 u-v 10.50 339.00 J-5 16.50 327.00 J-6 0.00 328.00 J-7 7.50 330.00 3-8 6.00 329.00 J-9 21.00 323.00 R-1 Wellborn Ele ---- 342.00 497.00 R-2 Flow Test ---- 311.00 466.00 O UTPUT OPTION DATA OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT S YSTEM CONFIGURATION NUMBER OF PIPES (p) = 46 NUMBER OF END NODES (j) = 41 NUMBER OF PRIMARY LOOPS (1) = 4 NUMBER OF SUPPLY NODES (f) = 2 NUMBER OF SUPPLY ZONES (z) = 1 Case: 0 RESULTS OBTAINED AFTER 7 TRIALS: ACCURACY = 0.00000 S IMULATION DESCRIPTION (LABEL) M.D.W. Centre - Phase One P IPELINE RESULTS STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE P IPE NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/ N AME #1 #2 LOSS LOSS VELO. 1000 1000 (gpm) (ft) (ft) (ft/s) (ft/ft) (ft/ft) P-1 R-1 3-1 3362.01 2.59 0.33 5.36 5.84 5.18 + + 1 Pipe2000 Educational/Demo Version - Not for professional use 1 + - + P-10 FH-i J-4 -350.52 0.67 0.00 2.24 2.30 2.30 P-11 J-7 J-8 6.00 0.02 0.00 0.27 0.15 0.15 P-12 J-5 3-9 -166.45 0.73 0.33 1.89 3.45 2.37 P-13 J-9 FH-2 -187.45 0.32 0.05 2.13 3.41 2.93 P-14 FH-2 FH-4 -187.45 2.38 0.09 2.13 3.04 2. 93 P-15 FH-4 3-3 -187.45 0.21 0.00 1.20 0.72 0.72 P-16 3-6 3-11 3234.10 8.05 0.00 5.16 4.82 4 .82 P-17 J-11 3-12 1118.08 3.61 0. 12 3.17 2.83 2.74 P-18 J-12 3-13 1057.51 8. 17 0.81 6.75 19.55 17.79 P-19 J-13 FH-7 1006.51 2.05 3.84 6.42 46.75 16.24 P-2 J-1 3-2 3301.60 9.52 1.54 5.27 5.82 5.01 P-20 J-13 FH-16 51.00 0.02 0.01 0.33 0.08 0.06 P-21 J-14 J-10 10.50 0.06 0.00 0.48 0.41 0.41 P-22 J-14 FH-5 28.50 0.00 0.00 0.18 0.03 0.02 P-23 FH-5 FH-14 28.50 0.00 0.00 0.18 0.02 0.02 P-24 FH-14 J-16 18.00 0.00 0.00 0.11 0.01 0.01 P-25 J-16 FH-6 0.00 0.00 0.00 0.00 0.00 0.00 P-26 FH-14 3-17 10.50 0.11 0.00 0.48 0.41 0.41 P-27 3-16 3-18 13.50 0.20 0.00 0.61 0.66 0.66 P-Gd FH-/ FH-15 1006.51 26.36 1.50 11.42 69. 65 65. 90 P-29 FH-15 FH-8 1007.50 16.31 1.50 11.43 72.10 66.02 Ak.m. P-3 J-3 J-2 -3301.60 0.98 0.32 5.27 6.65 5.01 P-30 FH-8 J-20 7.50 0.00 0.00 0.09 0.01 0.01 P-31 FH-15 J-21 -14.49 0.01 0.00 0.16 0.03 0.03 P-32 J-21 J-22 12.00 0. 12 0.00 0.54 0.53 0.53 P-33 J-21 FH-9 -44.49 0.04 0.00 0.50 0.20 0.20 P-34 FH-9 FH-13 -44 .49 0.03 0.01 0.28 0.07 0.05 P-35 FH-13 J-23 -120. 99 0.12 0.06 0.77 0.48 0.32 P-36 FH-13 FH-10 60.00 0.05 0.02 0.38 0.12 0.09 P-37 FH-10 J-25 6.00 0.02 0.00 0.27 0.15 0.15 P-38 FH-10 FH-11 54.00 0.02 0.00 0.34 0.08 0.07 P-39 FH-11 J-26 18.00 0.30 0.00 0.82 1.12 1.12 P-4 J-3 J-4 3108.14 1.32 0.28 4. 96 5.44 4.48 P-40 FH-11 FH-12 36.00 0.02 0.00 0.23 0.03 0.03 P-41 FH-12 J-28 36.00 0.59 0.00 1.63 4 .06 4.06 P-42 J-23 J-1 -60.42 73.16 0.00 3.95 25.74 25.74 P-43 J-12 J-27 60.58 0.02 0.00 0.17 0.01 0.01 P-44 J-27 J-23 60.58 42.42 0.00 3. 96 25.87 25.87 P-45 J-11 R-2 2116.01 1.10 0.00 3.38 2.20 2.20 P-46 FH-16 J-14 51.00 0.02 0.00 0.33 0.06 0.06 P-5 J-4 J-6 2747.12 4.30 0.67 4.38 4. 12 3.56 P-6 J-6 J-5 -486.98 2.03 0.43 5.53 20.83 17.18 P-7 J-5 FH-3 -337.02 0.32 0.03 2.15 2.33 2. 14 P-8 FH-3 J-7 -337.02 0.88 0.05 2.15 2.27 2.14 P-9 J-7 FH-1 -350.52 0.52 0.03 2.24 2.44 2.30 END NODE RESULTS + + I Pipe2000 Educational/Demo Version - Not for professional use I + + NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE (gpm) (ft) (ft) (ft) (psi) FH-1 0.00 479.45 333.00 146.45 63.46 FH-10 0.00 420.66 308.00 112.66 48.82 FH-11 0.00 420.64 313.00 107.64 46.64 FH-12 0.00 420.62 313.00 107.62 46.64 FH-13 16.50 420.74 305.00 115.74 50.15 FH-14 0.00 454.34 315.00 139.34 60.38 FH-15 13.50 420.65 306.00 114.65 49.68 FH-16 0.00 454.37 307.00 147.37 63.86 FH-2 0.00 479.04 333.00 146.04 63.28 FH-3 0.00 477.96 326.00 151.96 65.85 FH-4 0.00 481.51 333.00 148.51 64.36 FH-5 0.00 454.35 313.00 141.35 61.25 FH-6 0.00 454.34 316.00 138.34 59.95 FH-7 0.00 448.51 309.00 139.51 60.45 FH-8 1000.00 402.84 303.00 99.84 43.26 FH-9 0.00 420.70 307.00 113.70 49.27 J-1 0.00 494.08 342.00 152.08 65.90 J-10 10.50 454.29 312.00 142.29 61.66 J-11 0.00 467.10 311.00 156.10 67.64 J-12 0.00 463.37 305.00 158.37 68.63 J-13 0.00 454.40 307.00 147.40 63.87 J-14 12.00 454 .35 314 .00 140.35 60.82 J-16 4.50 454.34 315.00 139.34 60.38 J-17 10.50 454.23 314.00 140.23 60.77 J-18 13.50 454.14 313.00 141.14 61.16 J-2 0.00 483.02 340.00 143.02 61. 98 J-20 7.50 402.84 302.00 100.84 43.70 J-21 18.00 420.66 309.00 111.66 48.38 J-22 12.00 420.54 310.00 110.54 47.90 J-23 0.00 420.92 305.00 115.92 50.23 J-25 6.00 420.64 304.00 116.64 50.54 J-26 18.00 420.34 309.00 111.34 48.25 J-27 0.00 463.35 295.00 168.35 72. 95 J-28 36.00 420.03 311.00 109.03 47.25 J-3 6.00 481.72 339.00 142.72 61.85 J-4 10.50 480.12 339.00 141.12 61.15 J-5 16.50 477.61 327.00 150.61 65.26 J-6 0.00 475.15 328.00 147.15 63.77 J-7 7.50 478.90 330.00 148.90 64.52 J-8 6.00 478.87 329.00 149.87 64.95 J-9 21.00 478.67 323.00 155.67 67.46 R-1 Wellborn Ele ---- 497.00 342.00 155.00 67.17 R-2 Flow Test ---- 466.00 311.00 155.00 67.17 SUMMARY OF INFLOWS AND OUTFLOWS (+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES (-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES NODE FLOWRATE NODE NAME (gpm) TITLE R-1 3362.01 Wellborn Ele R-2 -2116.01 Flow Test NET SYSTEM INFLOW = 3362.01 NET SYSTEM OUTFLOW = -2116.01 NET SYSTEM DEMAND = 1246.00 ***** HYDRAULIC ANALYSIS COMPLETED ***** * * * * * * * * * * K Y P I P E 4 * * * * * * * * * * * * * University of Kentucky Network Modeling Software * * * * Copyrighted by KPFS 1998 * * Version 2.000 - 04/24/2003 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Date & Time: Mon Feb 26 12:59:35 2007 INPUT DATA FILENAME C:\PROGRA-1\PIPE20-1\0286W1RA.DT2 TABULATED OUTPUT FILENAME C:\PROGRA-1\PIPE20-1\0286W1RA.OT2 POSTPROCESSOR RESULTS FILENAME C:\PROGRA-1\PIPE20-1\0286W1RA.RS2 ************************************************ a S U MMA R Y OF ORIGINAL DATA ************************************************ UNITSlit frim SPECIFIED FLOWRATE = gallons/minute • I HEAD (HGL) = feet PRESSURE = psig re + + I Pipe2000 Educational/Demo Version - Not for professional use I v + + PIPELINESqL 401, DATA STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE 2 P IPE NODE NAMES LENGTH DIAMETER ROUGHNESS MINOR N AME #1 #2 (ft) (in) COEFF. LOSS COEFF. P-1 R-1 J-1 500.00 16.00 139.4518 0.74 P-10 FH-1 J-4 291.00 8.00 139.4518 0.00 P-11 3-7 J-8 162.00 3.00 139.0000 0.00 P-12 3-5 J-9 308.00 6.00 139.0000 6.00 3 P-13 3-9 FH-2 108.00 6.00 139.4518 0.74 P-14 FH-2 FH-4 812.00 6.00 139.4518 1.31 P-15 FH-4 3-3 291.00 8.00 139.4518 0.00 P-16 3-6 J-11 1670.00 16.00 139.4518 0.00 .•, P-17 J-11 3-12 1320.00 12.00 139.4518 0.74 P-18 3-12 3-13 459.00 8.00 139.4518 1.14 P-19 J-13 FH-7 126.00 8.00 139.4518 6.00 P-2 J-1 J-2 1900.00 16.00 139.4518 3.57 P-20 J-13 FH-16 338.00 8.00 139.4518 3.571111 P-21 J-14 J-10 146.00 3.00 139.0000 0.00 P-22 J-14 FH-5 68.00 8.00 139.4518 0.40Ig P-23 FH-5 FH-14 216.00 8.00 139.4518 0.74 P-24 FH-14 3-16 141.00 8.00 139.4518 0.74 P-25 J-16 FH-6 157.00 8.00 139.4518 0.00 lie P-26 FH-14 3-17 261.00 3.00 139.0000 0.00 P-27 J-16 3-18 304.00 3.00 139.0000 0.00 P-28 FH-7 FH-15 400.00 6.00 139.4518 0.74 P-29 FH-15 FH-8 247.00 6.00 139.4518 0.74 P-3 J-3 J-2 195.00 16.00 139.4518 0.74 P-30 FH-8 3-20 176.00 6.00 139.4518 0.00 P-31 FH-15 J-21 328.00 6.00 139.4518 0.74 P-32 3-21 J-22 219.00 3.00 139.0000 0.00 P-33 J-21 FH-9 205.00 6.00 139.4518 0.00 P-34 FH-9 FH-13 541.00 8.00 139.4518 9.91 r-.30 rtt-ls 0-2:3 382.00 8.00 139.4518 6.74 P-36 FH-13 FH-10 602.00 8.00 139.4518 9.74 P-37 FH-10 3-25 136.00 3.00 139.0000 0.00 9-38 FH-10 FH-11 341.00 8.00 139.4518 0.74 9-39 FH-11 J-26 267.00 3.00 139.0000 0.00 9-4 3-3 J-4 294.00 16.00 139.4518 0.74 9-40 FH-11 FH-12 443.00 8.00 139.4518 0.00 P-41 FH-12 3-28 145.00 3.00 139.0000 0.00 9-42 3-23 3-1 2842.00 2.50 139.0000 0.00 9-43 J-12 J-27 1933.00 12.00 139.0000 0.00 P-44 J-27 3-23 1640.00 2.50 139.0000 0.00 9-45 3-11 R-2 500.00 16.00 139.4518 0.00 + + I Pipe2000 Educational/Demo Version - Not for professional use I + + 9-46 FH-16 3-14 336.00 8.00 139.4518 0.00 9-5 J-4 3-6 1207.00 16.00 139.4518 2.24 9-6 J-6 3-5 118.00 6.00 139.4518 0.91 9-7 3-5 FH-3 151.00 8.00 139.4518 0.40 9-8 FH-3 J-7 412.00 8.00 139.4518 0.74 9-9 J-7 FH-1 228.00 8.00 139. 4518 0.40 END NODE DATA NODE NODE EXTERNAL JUNCTION EXTERNAL NAME TITLE DEMAND ELEVATION GRADE (gpm) (ft) (ft) FH-1 0.00 333.00 FH-10 0.00 308.00 FH-11 0.00 313.00 FH-12 0.00 313.00 FH-13 16.50 305.00 FH-14 0.00 315.00 FH-15 13.50 306.00 FH-16 0.00 307.00 FH-2 0.00 333.00 FH-3 0.00 326.00 FH-4 0.00 333.00 FH-5 0.00 313.00 FH-6 0.00 316.00 FH-7 0.00 309.00 FH-8 0.00 303.00 FH-9 1000.00 307.00 J-1 0.00 342.00 J-10 10.50 312.00 J-11 0.00 311.00 J-12 0.00 305.00 J-13 0.00 307.00 J-14 12.00 314 .00 J-16 4.50 315.00 J-17 10.50 314.00 J-18 13.50 313.00 J-2 0.00 340.00 J-20 7.50 302.00 J-21 18.00 309.00 J-22 12.00 310.00 J-23 0.00 305.00 J-25 6.00 304.00 J-26 18.00 309.00 J-27 0.00 295.00 J-28 36.00 311.00 + + I Pipe2000 Educational/Demo Version - Not for professional use 1 + + J-3 6.00 339.00 J-4 10.50 339.00 J-5 16.50 327.00 J-6 0.00 328.00 J-7 7.50 330.00 J-8 6.00 329.00 J-9 21.00 323.00 R-1 Wellborn Ele ---- 342.00 497.00 R-2 Flow Test ---- 311.00 466.00 O UTPUT OPTION DATA OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT S YSTEM CONFIGURATION NUMBER OF PIPES (p) = 46 NUMBER OF END NODES (j) = 41 NUMBER OF PRIMARY LOOPS (1) = 4 NUMBER OF SUPPLY NODES (f) = 2 NUMBER OF SUPPLY ZONES (z) = 1 Case: 0 RESULTS OBTAINED AFTER 7 TRIALS: ACCURACY = 0.00000 S IMULATION DESCRIPTION (LABEL) M.D.W. Centre - Phase One P IPELINE RESULTS STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE P IPE NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/ N AME #1 #2 LOSS LOSS VELO. 1000 1000 (gpm) (ft) (ft) (ft/s) (ft/ft) (ft/ft) P-1 R-1 J-1 3372.45 2.61 0.33 5.38 5.88 5.21 + + I Pipe2000 Educational/Demo Version - Not for professional use I + + P-10 FH-1 J-4 -350.34 0.67 0.00 2.24 2.30 2.30 P-11 J-7 J-8 6.00 0.02 0.00 0.27 0.15 0.15 P-12 J-5 J-9 -166.36 0.73 0.33 1.89 3.44 2.36 P-13 J-9 FH-2 -187.36 0.32 0.05 2.13 3.41 2.93 P-14 FH-2 FH-4 -187.36 2.38 0.09 2.13 3.04 2.93 P-15 FH-4 J-3 -187.36 0.21 0.00 1.20 0.72 0.72 P-16 J-6 J-11 3232.34 8.05 0.00 5.16 4.82 4 .82 P-17 J-11 J-12 1105.89 3.54 0.11 3.14 2.77 2. 68 P-18 J-12 J-13 1025.19 7.71 0.76 6.54 18.45 16.80 P-19 J-13 FH-7 974.19 1.93 3.60 6.22 43.87 15.28 P-2 J-1 J-2 3299.84 9.51 1.54 5.27 5.81 5.01 P-20 J-13 FH-16 51.00 0.02 0.01 0.33 0.08 0.06 P-21 J-14 J-10 10.50 0.06 0.00 0.48 0.41 0.41 P-22 J-14 FH-5 28.50 0.00 0.00 0.18 0.03 0.02 P-23 FH-5 FH-14 28.50 0.00 0.00 0.18 0.02 0.02 P-24 FH-14 J-16 18.00 0.00 0.00 0.11 0.01 0.01 P-25 J-16 FH-6 0.00 0.00 0.00 0.00 0.00 0.00 P-26 FH-14 J-17 10.50 0.11 0.00 0.48 0.41 0.41 P-27 J-16 J-18 13.50 0.20 0.00 0.61 0.66 0.66 P-28 FH-7 FH-15 974 .19 24 .82 1.40 11.05 65.55 62.04 P-29 FH-15 FH-8 7.50 0.00 0.00 0.09 0.01 0.01 P-3 J-3 J-2 -3299.84 0.98 0.32 5.27 6. 64 5.01 P-30 FH-8 J-20 7.50 0.00 0.00 0.09 0.01 0.01 P-31 FH-15 J-21 953.19 19.54 1.34 10.82 63.68 59.58 P-32 J-21 J-22 12.00 0.12 0.00 0.54 0.53 0.53 P-33 J-21 FH-9 923.19 11.51 0.00 10.47 56.16 56.16 P-34 FH-9 FH-13 -76.81 0.07 0.04 0.49 0.21 0. 14 P-35 FH-13 J-23 -153.31 0.19 0.10 0.98 0.76 0.50 P-36 FH-13 FH-10 60.00 0.05 0.02 0.38 0.12 0.09 P-37 FH-10 J-25 6.00 0.02 0.00 0.27 0.15 0.15 P-38 FH-10 FH-11 54.00 0.02 0.00 0.34 0.08 0.07 P-39 FH-11 J-26 18.00 0.30 0.00 0.82 1.12 1.12 P-4 J-3 J-4 3106.48 1.32 0.28 4.96 5.44 4.48 P-40 FH-11 FH-12 36.00 0.02 0.00 0.23 0.03 0.03 P-41 FH-12 J-28 36.00 0.59 0.00 1.63 4.06 4 .06 P-42 J-23 J-1 -72.61 102.82 0.00 4.75 36.18 36.18 P-43 J-12 J-27 80.71 0.04 0.00 0.23 0.02 0.02 P-44 J-27 J-23 80.71 72.17 0.00 5.27 44.01 44 .01 P-45 J-11 R-2 2126.45 1.11 0.00 3.39 2.22 2.22 P-46 FH-16 J-14 51.00 0.02 0.00 0.33 0.06 0.06 P-5 J-4 J-6 2745.64 4.30 0.67 4 .38 4.11 3.56 P-6 J-6 J-5 -486.70 2.02 0.43 5.52 20.81 17.16 P-7 J-5 FH-3 -336.84 0.32 0.03 2.15 2.33 2.14 P-8 FH-3 J-7 -336.84 0.88 0.05 2.15 2.27 2.14 P-9 J-7 FH-1 -350.34 0.52 0.03 2.24 2.44 2.30 END NODE RESULTS + + 1 Pipe2000 Educational/Demo Version - Not for professional use I + + NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE (gpm) (ft) (ft) (ft) (psi) FH-1 0.00 479.45 333.00 146.45 63.46 FH-10 0.00 390.88 308.00 82.88 35.91 FH-11 0.00 390.85 313.00 77.85 33.74 FH-12 0.00 390.84 313.00 77.84 33.73 Alr'. FH-13 16.50 390.95 305.00 85.95 37.25 FH-14 0.00 454.93 315.00 139.93 60. 64 FH-15 13.50 423.24 306.00 117.24 50.80 FH-16 0.00 454.96 307.00 147.96 64.12 FH-2 0.00 479.04 333.00 146.04 63.28 FH-3 0.00 477.96 326.00 151.96 65.85 FH-4 0.00 481.51 333.00 148.51 64.35 FH-5 0.00 454 .94 313.00 141. 94 61.51 FH-6 0.00 454.93 316.00 138.93 60.20 FH-7 0.00 449.46 309.00 140.46 60.87 FH-8 0.00 423.24 303.00 120.24 52.10 FH-9 1000.00 390.84 307.00 83.84 36.33 J-1 0.00 494.06 342.00 152.06 65.89 J-10 10.50 454 .88 312.00 142.88 61.91 J-11 0.00 467.11 311.00 156.11 67.65 J-12 0.00 463.45 305.00 158.45 68.66 J-13 0.00 454.99 307.00 147. 99 64.13 J-14 12.00 454.94 314.00 140.94 61.07 J-16 4.50 454.93 315.00 139.93 60.64 J-17 10.50 454.82 314.00 140.82 61.02 J-18 13.50 454.73 313.00 141.73 61.42 J-2 0.00 483.01 340.00 143.01 61.97 J-20 7.50 423.24 302.00 121.24 52.54 J-2.1 18.00 402.35 309.00 93.35 40.45 J-22 12.00 402.24 310.00 92.24 39.97 J-23 0.00 391.24 305.00 86.24 37.37 J-25 6.00 390.86 304.00 86.86 37.64 J-26 18.00 390.55 309.00 81.55 35.34 J-27 0.00 463.41 295.00 168.41 72.98 J-26 36.00 390.25 311.00 79.25 34.34 J-3 6.00 481.72 339.00 142.72 61.84 J-4 10.50 480.12 339.00 141.12 61.15 J-5 16.50 477. 61 327.00 150.61 65.26 J-6 0.00 475.16 328.00 147.16 63.77 J-7 7.50 478.90 330.00 148.90 64.52 J-8 6.00 478.87 329.00 149.87 64.94 3-9 21.00 478.67 323.00 155. 67 67.46 R-1 Wellborn Ele ---- 497.00 342.00 155.00 67.17 R-2 Flow Test ---- 466.00 311.00 155.00 67.17 SUMMARY OF INFLOWS AND OUTFLOWS (+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES (-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES NODE FLOWRATE NODE NAME (gpm) TITLE R-1 3372.45 Wellborn Ele R-2 -2126.45 Flow Test NET SYSTEM INFLOW = 3372.45 NET SYSTEM OUTFLOW = -2126.45 NET SYSTEM DEMAND = 1246.00 ***** HYDRAULIC ANALYSIS COMPLETED ***** * * * * * * * * * * KY P I P E 4 * * * * * * * * * * * * * University of Kentucky Network Modeling Software * * * * Copyrighted by KPFS 1998 * * Version 2.000 - 04/24/2003 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ein Date & Time: Mon Feb 26 13:04:05 2007 INPUT DATA FILENAME C:\PROGRA-1\PIPE20-1\0286W1RA.DT2 TABULATED OUTPUT FILENAME C:\PROGRA-1\PIPE20-1\0286W1RA.OT2 POSTPROCESSOR RESULTS FILENAME C:\PROGRA-1\PIPE20-1\0286W1RA.RS2 ************************************************ SUMMARY OF O R I G I NAL DATA ************************************************ UNITS SPECIFIED O FLOWRATE = gallons/minute HEAD (HGL) = feet PRESSURE = psig O + + 1 Pipe2000 Educational/Demo Version - Not for professional use 1tit 2 PIPELINE DATA STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE P IPE NODE NAMES LENGTH DIAMETER ROUGHNESS MINOR N AMEIA #1 #2 (ft) (in) COEFF. LOSS COEFF. P-1 R-1 3-1 500.00 16.00 139.4518 0.74 P-10 FH-1 J-4 291.00 8.00 139.4518 0.00 P-11 J-7 3-8 162.00 3.00 139.0000 0.00 P-12 3-5 J-9 308.00 6.00 139.0000 6.00 A !!! P-13 3-9 FH-2 108.00 6.00 139.4518 0.74 P-14 FH-2 FH-4 812.00 6.00 139.4518 1.31 P-15 FH-4 3-3 291.00 8.00 139.4518 0.00 'Iwo P-16 J-6 J-11 1670.00 16.00 139.4518 0.00 P-17 J-11 J-12 1320.00 12.00 139.4518 0.74 P-18 J-12 3-13 459.00 8.00 139.4518 1.14 P-19 3-13 FH-7 126.00 8.00 139.4518 6.001g P-2 J-1 J-2 1900.00 16.00 139.4518 3.57 P-20 J-13 FH-16 338.00 8.00 139.4518 3.57 P-21 3-14 J-10 146.00 3.00 139.0000 0.00 ammo P-22 J-14 FH-5 68.00 8.00 139.4518 0.40 141110 P-23 FH-5 FH-14 216.00 8.00 139.4518 0.74 P-24 FH-14 3-16 141.00 8.00 139.4518 0.74 P-25 3-16 FH-6 157.00 8.00 139.4518 0.00 P-26 FH-14 3-17 261.00 3.00 139.0000 0.00 P-27 3-16 3-18 304.00 3.00 139.0000 0.00 P-28 FH-7 FH-15 400.00 6.00 139.4518 0.74 P-29 FH-15 FH-8 247.00 6.00 139.4518 0.74 P-3 3-3 3-2 195.00 16.00 139.4518 0.74 P-30 FH-8 J-20 176.00 6.00 139.4518 0.00 P-31 FH-15 J-21 328.00 6.00 139.4518 0.74 P-32 3-21 J-22 219.00 3.00 139.0000 0.00 P-33 J-21 FH-9 205.00 6.00 139.4518 0.00 P-34 FH-9 FH-13 541.00 8.00 139.4518 9. 91 e-.3 1H-13 J-23 382.00 8.00 139.4518 6.74 P-36 FH-13 FH-10 602.00 8.00 139.4518 9.74 8-37 FH-10 J-25 136.00 3.00 139.0000 0.00 8-38 FH-10 FH-11 341.00 8.00 139.4518 0.74 8-39 FH-11 J-26 267.00 3.00 139.0000 0.00 8-4 J-3 J-4 294.00 16.00 139.4518 0.74 8-40 FH-11 FH-12 443.00 8.00 139.4518 0.00 8-41 FH-12 J-28 145.00 3.00 139.0000 0.00 8-42 J-23 J-1 2842.00 2.50 139.0000 0.00 8-43 J-12 J-27 1933.00 12.00 139.0000 0.00 8-44 J-27 J-23 1640.00 2.50 139.0000 0.00 8-45 J-11 R-2 500.00 16.00 139.4518 0.00 + + I Pipe2000 Educational/Demo Version - Not for professional use I + + 8-46 FH-16 J-14 336.00 8.00 139.4518 0.00 8-5 J-4 J-6 1207.00 16.00 139.4518 2.24 P-6 J-6 J-5 118.00 6.00 139.4518 0.91 8-7 J-5 FH-3 151.00 8.00 139.4518 0.40 8-8 FH-3 J-7 412.00 8.00 139. 4518 0.74 8-9 J-7 FH-1 228.00 8.00 139.4518 0.40 END NODE DATA NODE NODE EXTERNAL JUNCTION EXTERNAL NAME TITLE DEMAND ELEVATION GRADE (gpm) (ft) (ft) FH-1 0.00 333.00 FH-10 0.00 308.00 FH-11 0.00 313.00 FH-12 0.00 313.00 FH-13 1016.50 305.00 'l'm". FH-14 0.00 315.00 FH-15 13.50 306.00 FH-16 0.00 307.00 FH-2 0.00 333.00 FH-3 0.00 326.00 FH-4 0.00 333.00 FH-5 0.00 313.00 FH-6 0.00 316.00 FH-7 0.00 309.00 FH-8 0.00 303.00 FH-9 0.00 307.00 J-1 0.00 342.00 J-10 10.50 312.00 J-11 0.00 311,00 J-12 0.00 305.00 J-13 0.00 307.00 J-14 12.00 314.00 J-16 4.50 315.00 J-17 10.50 314.00 J-18 13.50 313.00 . J-2 0.00 340.00 J-20 7.50 302.00 J-21 18.00 309.00 J-22 12.00 310.00 J-23 0.00 305.00 J-25 6.00 304.00 J-26 18.00 309.00 J-27 0.00 295.00 J-28 36.00 311.00 + + I Pipe2000 Educational/Demo Version - Not for professional use I + + J-3 6.00 339.00 O-4 IU.SU 339.00 J-5 16.50 327.00 J-6 0.00 328.00 J-7 7.50 330.00 J-8 6.00 329.00 J-9 21.00 323.00 R-1 Wellborn Ele ---- 342.00 497.00 R-2 Flow Test ---- 311.00 466.00 O UTPUT OPTION DATA OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT S YSTEM CONFIGURATION NUMBER OF PIPES (p) = 46 NUMBER OF END NODES (j) = 41 NUMBER OF PRIMARY LOOPS (1) = 4 NUMBER OF SUPPLY NODES (f) = 2 NUMBER OF SUPPLY ZONES (z) = 1 Case: 0 RESULTS OBTAINED AFTER 6 TRIALS: ACCURACY = 0.00002 S IMULATION DESCRIPTION (LABEL) M.D.W. Centre - Phase One P IPELINE RESULTS STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE P IPE NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/ N AME #1 #2 LOSS LOSS VELO. 1000 1000 (gpm) (ft) (ft) (ft/s) (ft/ft) (ft/ft) P-1 R-1 J-1 3375.98 2.61 0.33 5.39 5.89 5.22 + + 1 Pipe2000 Educational/Demo Version - Not for professional use I + + P-10 FH-1 J-4 -350.28 0.67 0.00 2.24 2.30 2.30 P-11 J-7 J-8 6.00 0.02 0.00 0.27 0.15 0.15 P-12 J-5 J-9 -166.33 0.73 0.33 1.89 3.44 2.36 P-13 J-9 FH-2 -187.33 0.32 0.05 2.13 3.41 2. 93 P-14 FH-2 FH-4 -187.33 2.38 0.09 2.13 3.04 2.93 P-15 FH-4 J-3 -187.33 0.21 0.00 1.20 0.72 0.72 P-16 J-6 J-11 3231.75 8.04 0.00 5.16 4 .82 4.82 P-17 J-11 J-12 1101.76 3.52 0.11 3.13 2.75 2. 66 P-18 J-12 J-13 1014.56 7.56 0.74 6.48 18.09 16.48 P-19 J-13 FH-7 963.56 1.89 3.52 6.15 42.94 14. 98 P-2 J-1 J-2 3299.25 9.51 1.54 5.26 5.81 5.00 P-20 J-13 FH-16 51.00 0.02 0.01 0.33 0.08 0.06 P-21 J-14 J-10 10.50 0.06 0.00 0.48 0.41 0.41 P-22 J-14 FH-5 28.50 0.00 0.00 0.18 0.03 0.02 P-23 FH-5 FH-14 28.50 0.00 0.00 0. 18 0.02 0.02 P-24 FH-14 J-16 18.00 0.00 0.00 0. 11 0.01 0.01 P-25 J-16 FH-6 0.00 0.00 0.00 0.00 0.00 0.00 P-26 FH-14 J-17 10.50 0.11 0.00 0.48 0.41 0.41 P-27 J-16 J-18 13.50 0.20 0.00 0.61 0.66 0.66 P-28 FH-7 FH-15 963.56 24 .32 1.37 10.93 64 .22 60.79 Arm P-29 FH-15 FH-8 7.50 0.00 0.00 0.09 0.01 0.01 P-3 3-3 3-2 -3299.25 0. 98 0.32 5.26 6.64 5.00 P-30 FH-8 3-20 7.50 0.00 0.00 0.09 0.01 0.01 P-31 FH-15 3-21 942.56 19.14 1.31 10.69 62.37 58.36 P-32 J-21 3-22 12.00 0.12 0.00 0.54 0.53 0.53 P-33 J-21 FH-9 912.56 11.27 0.00 10.35 54.97 54.97 P-34 FH-9 FH-13 912.56 7.33 5.22 5.82 23.19 13.54 P-35 FH-13 3-23 -163.94 0.22 0. 11 1.05 0.86 0.56 P-36 FH-13 FH-10 60.00 0.05 0.02 0.38 0.12 0.09 P-37 FH-10 3-25 6.00 0.02 0.00 0.27 0.15 0.15 P-38 FH-10 FH-11 54.00 0.02 0.00 0.34 0.08 0.07 P-39 FH-11 3-26 18.00 0.30 0.00 0.82 1. 12 1.12 P-4 3-3 3-4 3105.92 1.32 0.28 4.96 5.43 4.47 P-40 FH-11 FH-12 36.00 0.02 0.00 0.23 0.03 0.03 P-41 FH-12 3-28 36.00 0.59 0.00 1.63 4.06 4.06 P-42 3-23 3-1 -76.74 113.92 0.00 5.02 40.08 40.08 P-43 3-12 3-27 87.20 0.05 0.00 0.25 0.02 0.02 P-44 3-27 3-23 87.20 83.30 0.00 5.70 50.79 50.79 P-45 3-11 R-2 2129.98 1.11 0.00 3.40 2.23 2.23 P-46 FH-16 3-14 51.00 0.02 0.00 0.33 0.06 0.06 P-5 3-4 3-6 2745.14 4.30 0. 67 4.38 4.11 3.56 P-6 3-6 3-5 -486.61 2.02 0.43 5.52 20.80 17.15 P-7 3-5 FH-3 -336.78 0.32 0.03 2.15 2.33 2.14 P-8 FH-3 3-7 -336.78 0.88 0.05 2.15 2.27 2.14 P-9 3-7 FH-1 -350.28 0.52 0.03 2.24 2.43 2.30 END NODE RESULTS + + I Pipe2000 Educational/Demo Version - Not for professional use I + + NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE (gpm) (ft) (ft) (ft) (psi) FH-1 0.00 479.45 333.00 146.45 63.46 FH-10 0.00 379.73 308.00 71.73 31.08 FH-i1 0.00 379.71 313.00 66.71 28.91 FH-12 0.00 379.69 313.00 66.69 28.90 4111(r0+0 FH-13 1016.50 379.81 305.00 74.81 32.42 FH-14 0.00 455.12 315.00 140.12 60.72 FH-15 13.50 424.08 306.00 118.08 51.17 FH-16 0.00 455.15 307.00 148.15 64.20 FH-2 0.00 479.04 333.00 146.04 63.28 FH-3 0.00 477.96 326.00 151.96 65.85 FH-4 0.00 481.51 333.00 148.51 64.35 FH-5 0.00 455.13 313.00 142.13 61.59 FH-6 0.00 455.12 316.00 139.12 60.29 FH-7 0.00 449.77 309.00 140.77 61.00 FH-8 0.00 424.08 303.00 121.08 52.47 FH-9 0.00 392.35 307.00 85.35 36. 99 3-1 0.00 494.06 342.00 152.06 65.89 3-10 10.50 455.07 312.00 143.07 62.00 3-11 0.00 467.11 311.00 156.11 67.65 J-12 0.00 463.48 305.00 158.48 68.68 3-13 0.00 455.18 307.00 148.18 64.21 3-14 12.00 455.13 314.00 141.13 61. 16 3-16 4.50 455.12 315.00 140.12 60.72 3-17 10.50 455.01 314.00 141.01 61.11 3-18 13.50 454. 92 313.00 141.92 61.50 3-2 0.00 483.01 340.00 143.01 61.97 3-20 7.50 424.08 302.00 122.08 52.90 3-21 18.00 403.62 309.00 94.62 41.00 3-22 12.00 403.51 310.00 93.51 40.52 3-23 0.00 380.14 305.00 75.14 32.56 3-25 6.00 379.71 304.00 75.71 32.81 3-26 18.00 379.41 309.00 70.41 30.51 3-27 0.00 463.44 295.00 168.44 72.99 J-28 36.00 379.10 311.00 68.10 29.51 J-3 6.00 481.72 339.00 142.72 61.84 J-4 10.50 480.12 339.00 141.12 61.15 J-5 16.50 477.61 327.00 150.61 65.26 J-6 0.00 475.16 328.00 147.16 63.77 J-7 7.50 478.90 330.00 148.90 64 .52 J-8 6.00 478.87 329.00 149.87 64.94 J-9 21.00 478.67 323.00 155.67 67.46 R-1 Wellborn Ele ---- 497.00 342.00 155.00 67.17 R-2 Flow Test ---- 466.00 311.00 155.00 67.17 SUMMARY OF INFLOWS AND OUTFLOWS (+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES (-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES NODE FLOWRATE NODE NAME (qpm) TITLE R-1 3375.98 Wellborn Ele R-2 -2129.98 Flow Test NET SYSTEM INFLOW = 3375.98 NET SYSTEM OUTFLOW = -2129.98 NET SYSTEM DEMAND = 1246.00 ***** HYDRAULIC ANALYSIS COMPLETED ***** * * * * * * * * * * K Y P I P E 4 * * * * * * * * * * * * * University of Kentucky Network Modeling Software * * * * Copyrighted by KPFS 1998 * * Version 2.000 - 04/24/2003 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Date & Time: Mon Feb 26 13:02:15 2007 INPUT DATA FILENAME C:\PROGRA-1\PIPE20-1\0286W1RA.DT2 0 TABULATED OUTPUT FILENAME C:\PROGRA-1\PIPE20"1\0286W1RA.OT2 ...... POSTPROCESSOR RESULTS FILENAME C:\PROGRA-1\PIPE20-1\0286W1RA.RS2 X ************************************************SUMMARYlate.A R Y OF ORIGINAL DATA ************************************************ mo • UNITS SPECIFIED FLOWRATE = gallons/minute HEAD (HGL) = feet ammo PRESSURE = psig + + Pipe2000 Educational/Demo Version - Not for professional use 1 + + 0 PIPELINEcli DATA 41: STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE Z P IPE NODE NAMES LENGTH DIAMETER ROUGHNESS MINOR N AMEA, 111 #1 #2 (ft) (in) COEFF. LOSS COEFF. P-1 R-1 J-1 500.00 16.00 139.4518 0.74 P-10 FH-1 J-4 291.00 8.00 139.4518 0.00 P-11 J-7 J-8 162.00 3.00 139.0000 0.00 P-12 J-5 J-9 308.00 6.00 139.0000 6.00 g P-13 J-9 FH-2 108.00 6.00 139.4518 0.74 P-14 FH-2 FH-4 812.00 6.00 139.4518 1.31 P-15 FH-4 J-3 291.00 8.00 139.4518 0.00 i 3 P-16 J-6 J-11 1670.00 16.00 139.4518 0.00 Vow P-17 J-11 J-12 1320.00 12.00 139.4518 0.74 P-18 J-12 J-13 459.00 8.00 139.4518 1.14 P-19 J-13 FH-7 126.00 8.00 139.4518 6.00 P-2 J-1 J-2 1900.00 16.00 139.4518 3.57 P-20 J-13 FH-16 338.00 8.00 139.4518 3.57 AWP-21 J-14 J-10 146.00 3.00 139.0000 0.00 P-22 J-14 FH-5 68.00 8.00 139.4518 0.40 Vigo P-23 FH-5 FH-14 216.00 8.00 139.4518 0.74 P-24 FH-14 J-16 141.00 8.00 139.4518 0.74 away P-25 J-16 FH-6 157.00 8.00 139.4518 0.00 P-26 FH-14 J-17 261.00 3.00 139.0000 0.00 111.1. P-27 J-16 J-18 304.00 3.00 139.0000 0.00 P-28 FH-7 FH-15 400.00 6.00 139.4518 0.74 P-29 FH-15 FH-8 247.00 6.00 139.4518 0.74 P-3 J-3 J-2 195.00 16.00 139.4518 0.74 P-30 FH-8 J-20 176.00 6.00 139. 4518 0.00 P-31 FH-15 J-21 328.00 6.00 139.4518 0.74 P-32 J-21 J-22 219.00 3.00 139.0000 0.00 P-33 J-21 FH-9 205.00 6.00 139.4518 0.00 P-34 FH-9 FH-13 541.00 8.00 139. 4518 9. 91 P-35 FH-13 J-23 382.00 8.00 139.4518 6.74 P-36 FH-13 FH-10 602.00 8.00 139.4518 9.74 P-37 FH-10 J-25 136.00 3.00 139.0000 0.00 P-38 FH-10 FH-11 341.00 8.00 139.4518 0.74 P-39 FH-11 J-26 267.00 3.00 139.0000 0.00 P-4 J-3 J-4 294.00 16.00 139.4518 0.74 P-40 FH-11 FH-12 443.00 8.00 139.4518 0.00 P-41 FH-12 J-28 145.00 3.00 139.0000 0.00 P-42 J-23 J-1 2842.00 2.50 139.0000 0.00 P-43 J-12 J-27 1933.00 12.00 139.0000 0.00 P-44 J-27 J-23 1640.00 2.50 139.0000 0.00 P-45 J-11 R-2 500.00 16.00 139.4518 0.00 + + I Pipe2000 Educational/Demo Version - Not for professional use 1 + + P-46 FH-16 J-14 336.00 8.00 139.4518 0.00 P-5 J-4 J-6 1207.00 16.00 139.4518 2.24 P-6 J-6 J-5 118.00 6.00 139.4518 0.91 P-7 J-5 FH-3 151.00 8.00 139.4518 0.40 P-8 FH-3 J-7 412.00 8.00 139.4518 0.74 P-9 J-7 FH-1 228.00 8.00 139.4518 0.40 END NODE DATA NODE NODE EXTERNAL JUNCTION EXTERNAL NAME TITLE DEMAND ELEVATION GRADE (gpm) (ft) (ft) FH-1 0.00 333.00 FH-10 1000.00 308.00 FH-11 0.00 313.00 FH-12 0.00 313.00 FH-13 16.50 305.00 FH-14 0.00 315.00 FH-15 13.50 306.00 FH-16 0.00 307.00 FH-2 0.00 333.00 FH-3 0.00 326.00 FH-4 0.00 333.00 FH-5 0.00 313.00 FH-6 0.00 316.00 FH-7 0.00 309.00 FH-8 0.00 303.00 FH-9 0.00 307.00 J-1 0.00 342.00 J-10 10.50 312.00 J-11 0.00 311.00 J-12 0.00 305.00 J-13 0.00 307.00 J-14 12.00 314.00 J-16 4.50 315.00 J-17 10.50 314 .00 J-18 13.50 313.00 J-2 0.00 340.00 J-20 7.50 302.00 J-21 18.00 309.00 J-22 12.00 310.00 J-23 0.00 305.00 J-25 6.00 304 .00 J-26 18.00 309.00 J-27 0.00 295.00 J-28 36.00 311.00 + + 1 Pipe2000 Educational/Demo Version - Not for professional use I + + J-3 6.00 339.00 J-4 10.50 339.00 J-5 16.50 327.00 J-6 0.00 328.00 J-7 7.50 330.00 J-8 6.00 329.00 J-9 21.00 323.00 R-1 Wellborn Ele ---- 342.00 497.00 R-2 Flow Test ---- 311.00 466.00 O UTPUT OPTION DATA OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT S YSTEM CONFIGURATION NUMBER OF PIPES (p) = 46 NUMBER OF END NODES (j) = 41 NUMBER OF PRIMARY LOOPS (1) = 4 NUMBER OF SUPPLY NODES (f) = 2 NUMBER OF SUPPLY ZONES (z) = 1 Case: 0 RESULTS OBTAINED AFTER 6 TRIALS: ACCURACY = 0.00002 S IMULATION DESCRIPTION (LABEL) M.D.W. Centre - Phase One P IPELINE RESULTS STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE P IPE NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/ N AME #1 #2 LOSS LOSS VELO. 1000 1000 (gpm) (ft) (ft) (ft/s) (ft/ft) (ft/ft) P-1 R-1 3-1 3375.98 2.61 0.33 5.39 5.89 5.22 + + I Pipe2000 Educational/Demo Version - Not for professional use I + + P-10 FH-1 J-4 -350.28 0.67 0.00 2.24 2.30 2.30 P-11 3-7 3-8 6.00 0.02 0.00 0.27 0.15 0.15 P-12 3-5 3-9 -166.33 0.73 0.33 1.89 3.44 2.36 P-13 J-9 FH-2 -187.33 0.32 0.05 2.13 3.41 2.93 P-14 FH-2 FH-4 -187.33 2.38 0.09 2.13 3.04 2.93 P-15 FH-4 3-3 -187.33 0.21 0.00 1.20 0.72 0.72 P-16 3-6 J-11 3231.75 8.04 0.00 5.16 4.82 4.82 P-17 3-11 3-12 1101.76 3.52 0. 11 3.13 2.75 2.66 P-18 3-12 3-13 1014.56 7.56 0.74 6.48 18.09 16.48 P-19 3-13 FH-7 963.56 1.89 3.52 6. 15 42.94 14 .98 8-2 J-1 3-2 3299.25 9.51 1.54 5.26 5.81 5.00 8-20 J-13 FH-16 51.00 0.02 0.01 0.33 0.08 0.06 P-21 J-14 3-10 10.50 0.06 0.00 0.48 0.41 0.41 8-22 J-14 FH-5 28.50 0.00 0.00 0.18 0.03 0.02 P-23 FH-5 FH-14 28.50 0.00 0.00 0.18 0.02 0.02 P-24 FH-14 J-16 18.00 0.00 0.00 0.11 0.01 0.01 P-25 3-16 FH-6 0.00 0.00 0.00 0.00 0.00 0.00 P-26 FH-14 3-17 10.50 0.11 0.00 0.48 0.41 0.41 P-27 J-16 J-18 13.50 0.20 0.00 0.61 0.66 0.66 P-28 FH-7 FH-15 963.56 24.32 1.37 10.93 64.22 60.79 Akar P-29 FH-15 FH-8 7.50 0.00 0.00 0.09 0.01 0.01 P-3 J-3 J-2 -3299.25 0.98 0.32 5.26 6.64 5.00 P-30 FH-8 J-20 7.50 0.00 0.00 0.09 0.01 0.01 P-31 FH-15 J-21 942.56 19.14 1.31 10.69 62.37 58.36 P-32 J-21 J-22 12.00 0.12 0.00 0.54 0.53 0.53 P-33 J-21 F1-I-9 912.56 11.27 0.00 10.35 54.97 54.97 P-34 FH-9 FH-13 912.56 7.33 5.22 5.82 23.19 13.54 P-35 FH-13 J-23 -163.94 0.22 0.11 1.05 0.86 0.56 P-36 FH-13 FH-10 1060.00 10.76 6. 92 6.77 29.37 17.87 P-37 FH-10 J-25 6.00 0.02 0.00 0.27 0.15 0.15 P-38 FH-10 FH-11 54.00 0.02 0.00 0.34 0.08 0.07 P-39 FH-11 J-26 18.00 0.30 0.00 0.82 1.12 1.12 P-4 J-3 J-4 3105.92 1.32 0.28 4. 96 5.43 4 .47 P-40 FH-11 FH-12 36.00 0.02 0.00 0.23 0.03 0.03 P-41 FH-12 J-28 36.00 0.59 0.00 1.63 4 .06 4 .06 P-42 J-23 J-1 -76.74 113.92 0.00 5.02 40.08 40.08 P-43 J-12 J-27 87.20 0.05 0.00 0.25 0.02 0.02 P-44 J-27 J-23 87.20 83.30 0.00 5.70 50.79 50.79 P-45 J-11 R-2 2129.98 1.11 0.00 3.40 2.23 2.23 P-46 FH-16 J-14 51.00 0.02 0.00 0.33 0.06 0.06 P-5 J-4 J-6 2745.14 4.30 0.67 4.38 4.11 3.56 P-6 J-6 J-5 -486.61 2.02 0.43 5.52 20.80 17.15 P-7 J-5 FH-3 -336.78 0.32 0.03 2.15 2.33 2.14 P-8 FH-3 J-7 -336.78 0.88 0.05 2.15 2.27 2.14 P-9 J-7 FH-1 -350.28 0.52 0.03 2.24 2.43 2.30 END NODE RESULTS + + 1 Pipe2000 Educational/Demo Version - Not for professional use 1 + + NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE (gpm) (ft) (ft) (ft) (psi) FH-1 0.00 479.45 333.00 146.45 63.46 FH-10 1000.00 362.13 308.00 54.13 23.46 FH-11 0.00 362.10 313.00 49.10 21.28 FH-12 0.00 362.09 313.00 49.09 21.27+ FH-13 16.50 379.81 305.00 74.81 32.42 FH-14 0.00 455.12 315.00 140.12 60.72 FH-15 13.50 424.08 306.00 118.08 51.17 FH-16 0.00 455.15 307.00 148.15 64 .20 FH-2 0.00 479.04 333.00 146.04 63.28 FH-3 0.00 477.96 326.00 151.96 65.85 FH-4 0.00 481.51 333.00 148.51 64.35 FH-5 0.00 455.13 313.00 142.13 61.59 FH-6 0.00 455.12 316.00 139.12 60.29 FH-7 0.00 449.77 309.00 140.77 61.00 FH-8 0.00 424.08 303.00 121.08 52.47 FH-9 0.00 392.35 307.00 85.35 36.99 J-1 0.00 494.06 342.00 152.06 65.89 J-10 10.50 455.07 312.00 143.07 62.00 J-11 0.00 467.11 311.00 156.11 67.65 J-12 0.00 463.48 305.00 158.48 68.68 J-13 0.00 455.18 307.00 148.18 64.21 J-14 12.00 455.13 314.00 141.13 61.16 J-16 4.50 455.12 315.00 140. 12 60.72 J-17 10.50 455.01 314.00 141.01 61.11 J-18 13.50 454.92 313.00 141.92 61.50 J-2 0.00 483.01 340.00 143.01 61.97 J-20 7.50 424.08 302.00 122.08 52.90 J-21 18.00 403.62 309.00 94 .62 41.00 J-22 12.00 403.51 310.00 93.51 40.52 J-23 0.00 380.14 305.00 75.14 32.56 J-25 6.00 362.11 304.00 58.11 25.18 J-26 18.00 361.80 309.00 52.80 22.88 J-27 0.00 463.44 295.00 168.44 72. 99 J-Gb 36.00 361.50 311.00 50.50 21.88 J-3 6.00 481.72 339.00 142.72 61.84 J-4 10.50 480. 12 339.00 141. 12 61.15 J-5 16.50 477. 61 327.00 150. 61 65.26 J-6 0.00 475.16 328.00 147.16 63.77 J-7 7.50 478.90 330.00 148.90 64.52 J-8 6.00 478.87 329.00 149.87 64.94 J-9 21.00 478.67 323.00 155.67 67.46 R-1 Wellborn Ele ---- 497.00 342.00 155.00 67. 17 R-2 Flow Test ---- 466.00 311.00 155.00 67.17 SUMMARY OF INFLOWS AND OUTFLOWS (+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES (-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES NODE FLOWRATE NODE NAME (gpm) TITLE R-1 3375.98 Wellborn Ele R-2 -2129.98 Flow Test NET SYSTEM INFLOW = 3375.98 NET SYSTEM OUTFLOW = -2129.98 NET SYSTEM DEMAND = 1246.00 ***** HYDRAULIC ANALYSIS COMPLETED ***** * * * * * * * * * * K Y P I P E 4 * * * * * * * * * * * * * University of Kentucky Network Modeling Software * * * * Copyrighted by KPFS 1998 * * Version 2.000 - 04/24/2003 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Date & Time: Mon Feb 26 13:44:40 2007 INPUT DATA FILENAME C:\PROGRA-l\PIPE20-1\0286W1RA.DT2 '••""' TABULATED OUTPUT FILENAME C:\PROGRA-1\PIPE20-1\0286W1RA.OT2 aiumar POSTPROCESSOR RESULTS FILENAME C:\PROGRA-1\PIPE20-1\0286W1RA.RS2 ************************************************ SUMMARY OF O R I G I NAL DATA if ************************************************ • • UNITS SPECIFIED FLOWRATE = gallons/minute 0 HEAD (HGL) = feet PRESSURE = psig ...• + + I Pipe2000 Educational/Demo Version - Not for professional use I + + 12 PIPELINElit DATA 440 STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE AZ PIPE NODE NAMES LENGTH DIAMETER ROUGHNESS MINOR III) NAME #1 #2 (ft) (in) COEFF. LOSS COEFF. P-1 R-1 J-1 500.00 16.00 139.4518 0.74 (0 P-10 FH-1 J-4 291.00 8.00 139.4518 0.00 P-11 J-7 J-8 162.00 3.00 139.0000 0.00 9-12 J-5 J-9 308.00 6.00 139.0000 6.00 P-13 J-9 FH-2 108.00 6.00 139.4518 0.74 ..); P-14 FH-2 FH-4 812.00 6.00 139.4518 1.31 P-15 FH-4 J-3 291.00 8.00 139.4518 0.0040 P-16 J-6 J-11 1670.00 16.00 139.4518 0.00 9-17 J-11 J-12 1320.00 12.00 139.4518 0.74 9-18 J-12 J-13 459.00 8.00 139. 4518 1.14 14! P-19 J-13 FH-7 126.00 8.00 139.4518 6.00 P-2 J-1 J-2 1900.00 16.00 139.4518 3.57 9-20 J-13 FH-16 338.00 8.00 139.4518 3.57 P-21 J-14 J-10 146.00 3.00 139.0000 0.00 W P-22 J-14 FH-5 68.00 8.00 139.4518 0.40 9-23 FH-5 FH-14 216.00 8.00 139.4518 0.74 9-24 FH-14 J-16 141.00 8.00 139.4518 0.74 9-25 J-16 FH-6 157.00 8.00 139.4518 0.00 #1111.11111P-26 FH-14 J-17 261.00 3.00 139.0000 0.00 9-27 J-16 J-18 304.00 3.00 139.0000 0.00 P-28 FH-7 FH-15 400.00 8.00 139.4518 0.74 P-29 FH-15 FH-8 247.00 6.00 139.4518 0.74 P-3 J-3 J-2 195.00 16.00 139.4518 0.74 P-30 FH-8 J-20 176.00 6.00 139.4518 0.00 P-31 FH-15 J-21 328.00 6.00 139.4518 0.74 9-32 J-21 J-22 219.00 3.00 139.0000 0.00 9-33 J-21 FH-9 205.00 6.00 139.4518 0.00 9-34 FH-9 FH-13 541.00 8.00 139.4518 9. 91 P-35 FH-13 J-23 382.00 8.00 139.4518 6.74 P-36 FH-13 FH-10 602.00 8.00 139.4518 9.74 P-37 FH-10 J-25 136.00 3.00 139.0000 0.00 P-38 FH-10 FH-11 341.00 8.00 139.4518 0.74 P-39 FH-11 J-26 267.00 3.00 139.0000 0.00 P-4 J-3 J-4 294.00 16.00 139.4518 0.74 P-40 FH-11 FH-12 443.00 8.00 139.4518 0.00 P-41 FH-12 J-28 145.00 3.00 139.0000 0.00 P-42 J-23 J-1 2842.00 2.50 139.0000 0.00 P-43 J-12 J-27 1933.00 12.00 139.0000 0.00 P-44 J-27 J-23 1640.00 2.50 139.0000 0.00 P-45 J-11 R-2 500.00 16.00 139.4518 0.00 + + I Pipe2000 Educational/Demo Version - Not for professional use + + P-46 FH-16 J-14 336.00 8.00 139.4518 0.00 P-5 J-4 J-6 1207.00 16.00 139.4518 2.24 P-6 J-6 J-5 118.00 6.00 139.4518 0. 91 P-7 J-5 FH-3 151.00 8.00 139.4518 0.40 9-8 FH-3 J-7 412.00 8.00 139. 4518 0.74 9-9 J-7 FH-1 228.00 8.00 139.4518 0.40 END NODE DATA NODE NODE EXTERNAL JUNCTION EXTERNAL NAME TITLE DEMAND ELEVATION GRADE (gpm) (ft) (ft) FH-1 0.00 333.00 FH-10 0.00 308.00 FH-11 1000.00 313.00 FH-12 0.00 313.00 FH-13 16.50 305.00 FH-14 0.00 315.00 FH-15 13.50 306.00 FH-16 0.00 307.00 FH-2 0.00 333.00 FH-3 0.00 326.00 FH-4 0.00 333.00 FH-5 0.00 313.00 FH-6 0.00 316.00 FH-7 0.00 309.00 FH-8 0.00 303.00 FH-9 0.00 307.00 J-1 0.00 342.00 J-10 10.50 312.00 J-11 0.00 311.00 J-12 0.00 305.00 J-13 0.00 307.00 J-14 12.00 314.00 J-16 4.50 315.00 J-17 10.50 314.00 J-18 13.50 313.00 J-2 0.00 340.00 J-20 7.50 302.00 J-21 18.00 309.00 J-22 12.00 310.00 J-23 0.00 305.00 J-25 6.00 304.00 J-26 18.00 309.00 J-27 0.00 295.00 J-28 36.00 311.00 + + I Pipe2000 Educational/Demo Version - Not for professional use 1 + + J-3 6.00 339.00 J-4 10.50 339.00 J-5 16.50 327.00 J-6 0.00 328.00 J-7 7.50 330.00 J-8 6.00 329.00 J-9 21.00 323.00 R-1 Wellborn Ele ---- 342.00 497.00 R-2 Flow Test ---- 311.00 466.00 O UTPUT OPTION DATA OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT S YSTEM CONFIGURATION NUMBER OF PIPES (p) = 46 NUMBER OF END NODES (j) = 41 NUMBER OF PRIMARY LOOPS (1) = 4 NUMBER OF SUPPLY NODES (f) = 2 NUMBER OF SUPPLY ZONES (z) = 1 Case: 0 RESULTS OBTAINED AFTER 6 TRIALS: ACCURACY = 0.00004 S IMULATION DESCRIPTION (LABEL) M.D.W. Centre - Phase One P IPELINE RESULTS STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE P IPE NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/ N AME #1 #2 LOSS LOSS VELO. 1000 1000 (gpm) (ft) (ft) (ft/s) (ft/ft) (ft/ft) P-1 R-1 J-1 3370.49 2.60 0.33 5.38 5.87 5.21 + + I Pipe2000 Educational/Demo Version - Not for professional use I + + P-10 FH-1 J-4 -350.38 0.67 0.00 2.24 2.30 2.30 P-11 J-7 J-8 6.00 0.02 0.00 0.27 0.15 0.15 P-12 J-5 J-9 -166.38 0.73 0.33 1.89 3.44 2.36 P-13 J-9 FH-2 -187.38 0.32 0.05 2.13 3.41 2.93 P-14 FH-2 FH-4 -187.38 2.38 0.09 2.13 3.04 2.93 P-15 FH-4 J-3 -187.38 0.21 0.00 1.20 0.72 0.72 P-16 J-6 J-11 3232.67 8.05 0.00 5.16 4.82 4 .82 P-17 J-11 J-12 1108.18 3.56 0.11 3.14 2.78 2. 69 P-18 J-12 J-13 1031.12 7.79 0.77 6.58 18.65 16. 98 P-19 J-13 FH-7 980.12 1.95 3.65 6.26 44.39 15.46 P-2 J-1 J-2 3300.17 9.51 1.54 5.27 5.82 5.01 P-20 J-13 FH-16 51.00 0.02 0.01 0.33 0.08 0.06 P-21 J-14 J-10 10.50 0.06 0.00 0.48 0.41 0.41 P-22 J-14 FH-5 28.50 0.00 0.00 0.18 0.03 0.02 P-23 FH-5 FH-14 28.50 0.00 0.00 0.18 0.02 0.02 P-24 FH-14 J-16 18.00 0.00 0.00 0.11 0.01 0.01 P-25 J-16 FH-6 0.00 0.00 0.00 0.00 0.00 0.00 P-26 FH-14 J-17 10.50 0.11 0.00 0.48 0.41 0.41 P-27 J-16 J-18 13.50 0.20 0.00 0.61 0.66 0.66 P-28 FH-7 FH-15 980.12 6.18 0.45 6.26 16.58 15.46 P-29 FH-15 FH-8 7.50 0.00 0.00 0.09 0.01 0.01 9-3 J-3 J-2 -3300.17 0. 98 0.32 5.27 6.64 5.01 9-30 FH-8 J-20 7.50 0.00 0.00 0.09 0.01 0.01 9-31 FH-15 J-21 959.12 19.77 1.36 10.88 64.42 60.27 +or 9-32 J-21 J-22 12.00 0.12 0.00 0.54 0.53 0.53 9-33 J-21 FH-9 929.12 11. 65 0.00 10.54 56.83 56.83 9-34 FH-9 FH-13 929.12 7.57 5.41 5. 93 24.00 14.00 9-35 FH-13 J-23 -147.38 0.18 0.09 0.94 0.70 0.46 9-36 FH-13 FH-10 1060.00 10.76 6.92 6.77 29.37 17.87 9-37 FH-10 J-25 6.00 0.02 0.00 0.27 0.15 0.15 9-38 FH-10 FH-11 1054.00 6.03 0.52 6.73 19.21 17.68 9-39 FH-11 J-26 18.00 0.30 0.00 0.82 1.12 1. 12 9-4 J-3 J-4 3106.79 1.32 0.28 4.96 5.44 4.48 9-40 FH-11 FH-12 36.00 0.02 0.00 0.23 0.03 0.03 9-41 FH-12 J-28 36.00 0.59 0.00 1.63 4.06 4.06 9-42 J-23 J-1 -70.32 96.91 0.00 4.60 34.10 34 .10 9-43 J-12 J-27 77.06 0.04 0.00 0.22 0.02 0.02 9-44 J-27 J-23 77.06 66.24 0.00 5.04 40.39 40.39 9-45 J-11 R-2 2124.49 1.11 0.00 3.39 2.21 2.21 9-46 FH-16 J-14 51.00 0.02 0.00 0.33 0.06 0.06 9-5 J-4 J-6 2745. 92 4.30 0. 67 4.38 4.11 3.56 9-6 J-6 J-5 -486.75 2.03 0.43 5.52 20.82 17.16 9-7 J-5 FH-3 -336.88 0.32 0.03 2.15 2.33 2.14 9-8 FH-3 J-7 -336.88 0.88 0.05 2.15 2.27 2.14 P-9 J-7 FH-1 -350.38 0.52 0.03 2.24 2.44 2.30 END NODE RESULTS + + I Pipe2000 Educational/Demo Version - Not for professional use + + NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE (gpm) (ft) (ft) (ft) (psi) FH-1 0.00 479.45 333.00 146.45 63.46 FH-10 0.00 379.21 308.00 71.21 30.86 FH-11 1000.00 372.66 313.00 59.66 25.85 4(Immmo FH-12 0.00 372.65 313.00 59.65 25.85 FH-13 16.50 396.89 305.00 91.89 39.82 FH-14 0.00 454.82 315.00 139.82 60.59 FH-15 13.50 442. 65 306.00 136.65 59.22 FH-16 0.00 454.85 307.00 147.85 64.07 FH-2 0.00 479.04 333.00 146.04 63.28 FH-3 0.00 477.96 326.00 151.96 65.85 FH-4 0.00 481.51 333.00 148.51 64.35 FH-5 0.00 454.83 313.00 141.83 61.46 FH-6 0.00 454.82 316.00 138.82 60.16 FH-7 0.00 449.29 309.00 140.29 60.79 FH-8 0.00 442.65 303.00 139.65 60.52 FH-9 0.00 409.87 307.00 102.87 44.58 J-1 0.00 494.06 342.00 152.06 65.89 J-10 10.50 454.77 312.00 142.77 61.87 J-11 0.00 467.11 311.00 156.11 67.65 J-12 0.00 463.44 305.00 158.44 68.66 J-13 0.00 454.88 307.00 147.88 64.08 J-14 12.00 454 .83 314.00 140.83 61.03 J-16 4.50 454.82 315.00 139.82 60.59 J-17 10.50 454.71 314.00 140.71 60.98 J-18 13.50 454.62 313.00 141. 62 61.37 J-2 0.00 483.01 340.00 143.01 61.97 J-20 7.50 442.65 302.00 140.65 60.95 J-21 18.00 42.1.52 309.00 112.52 48.76 J-22 12.00 421.41 310.00 111.41 48.28 J-23 0.00 397.16 305.00 92.16 39.94 J-25 6.00 379.19 304.00 75.19 32.58 J-26 18.00 372.36 309.00 63.36 27.46 J-27 0.00 463.40 295.00 168.40 72.97 4 J-Gb 36.00 372.06 311.00 61.06 26.46 J-3 6.00 481.72 339.00 142.72 61.85 J-4 10.50 480.12 339.00 141.12 61.15 J-5 16.50 477. 61 327.00 150. 61 65.26 J-6 0.00 475.15 328.00 147.15 63.77 J-7 7.50 478. 90 330.00 148. 90 64.52 J-8 6.00 478.87 329.00 149.87 64.94 J-9 21.00 478.67 323.00 155.67 67.46 R-1 Wellborn Ele ---- 497.00 342.00 155.00 67.17 R-2 Flow Test ---- 466.00 311.00 155.00 67.17 SUMMARY OF INFLOWS AND OUTFLOWS (+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES (-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES NODE FLOWRATE NODE NAME (gpm) TITLE R-1 3370.49 Wellborn Ele R-2 -2124.49 Flow Test NET SYSTEM INFLOW = 3370.49 NET SYSTEM OUTFLOW = -2124.49 NET SYSTEM DEMAND = 1246.00 ***** HYDRAULIC ANALYSIS COMPLETED ***** * * * * * * * * * * K Y P I P E 4 * * * * * * * * * * * * * University of Kentucky Network Modeling Software * * * * Copyrighted by KPFS 1998 * * Version 2.000 - 04/24/2003 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 61 dinfts Date & Time: Mon Feb 26 13:45:11 2007 INPUT DATA FILENAME C:\PROGRA^-1\PIPE20-1\0286W1RA.DT2 TABULATED OUTPUT FILENAME C:\PROGRA-1\PIPE20^1\0286W1RA.OT2I 1 rm. POSTPROCESSOR RESULTS FILENAME C:\PROGRA-1\PIPE20-1\0286W1RA.RS210100 SUMMARY OF O R I G I NAL DATA ************************************************ On UNITS SPECIFIED _o FLOWRATE = gallons/minute D HEAD (HGL) = feet PRESSURE = psig /00 + + 49 1 Pipe2000 Educational/Demo Version - Not for professional use 1 + + 2 PIPELINE DATAIR STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE VI P IPE NODE NAMES LENGTH DIAMETER ROUGHNESS MINOR (p) N AME #1 #2 (ft) (in) COEFF. LOSS COEFF. P-i R-1 J-1 500.00 16.00 139.4518 0.74 P-10 FH-1 J-4 291.00 8.00 139.4518 0.002 P-11 J-7 J-8 162.00 3.00 139.0000 0.00 P-12 J-5 J-9 308.00 6.00 139.0000 6.00 P-13 J-9 FH-2 108.00 6.00 139.4518 0.74 P-14 FH-2 FH-4 812.00 6.00 139.4518 1.31 P-15 FH-4 J-3 291.00 8.00 139.4518 0.00 P-16 J-6 J-11 1670.00 16.00 139.4518 0.00 P-17 J-11 J-12 1320.00 12.00 139.4518 0.74 P-18 J-12 J-13 459.00 8.00 139.4518 1.14 P-19 J-13 FH-7 126.00 8.00 139.4518 6.00 It) P-2 J-1 J-2 1900.00 16.00 139.4518 3.57 P-20 J-13 FH-16 338.00 8.00 139.4518 3.57 P-21 J-14 J-10 146.00 3.00 139.0000 0.00 limi P-22 J-14 FH-5 68.00 8.00 139.4518 0.40 P-23 FH-5 FH-14 216.00 8.00 139.4518 0.74 A" P-24 FH-14 J-16 141.00 8.00 139.4518 0.74 P-25 J-16 FH-6 157.00 8.00 139.4518 0.00 P-26 FH-14 J-17 261.00 3.00 139.0000 0.00 Irlimor P-27 J-16 J-18 304.00 3.00 139. 0000 0.00 P-28 FH-7 FH-15 400.00 8.00 139.4518 0.74 P-29 FH-15 FH-8 247.00 6.00 139.4518 0.74 P-3 J-3 J-2 195.00 16.00 139. 4518 0.74 P-30 FH-8 J-20 176.00 6.00 139. 4518 0.00 P-31 FH-15 J-21 328.00 6.00 139.4518 0.74 P-32 J-21 J-22 219.00 3.00 139.0000 0.00 P-33 J-21 FH-9 205.00 6.00 139.4518 0.00 P-34 FH-9 FH-13 541.00 8.00 139.4518 9. 91 2-35 FH-13 J-23 382.00 8.00 139.4518 6.74 P-36 FH-13 FH-10 602.00 8.00 139.4518 9.74 P-37 FH-10 J-25 136.00 3.00 139.0000 0.00 9-38 FH-10 FH-11 341.00 8.00 139.4518 0.74 2-39 FH-11 J-26 267.00 3.00 139.0000 0.00 9-4 J-3 J-4 294.00 16.00 139.4518 0.74 9-40 FH-11 FH-12 443.00 8.00 139.4518 0.00 9-41 FH-12 J-28 145.00 3.00 139.0000 0.00 2-42 J-23 J-1 2842.00 2.50 139.0000 0.00 9-43 J-12 J-27 1933.00 12.00 139.0000 0.00 2-44 J-27 J-23 1640.00 2.50 139.0000 0.00 9-45 J-11 R-2 500.00 16.00 139.4518 0.00 + + I Pipe2000 Educational/Demo Version - Not for professional use I + -+ 9-46 FH-16 J-14 336.00 8.00 139.4518 0.00 P-5 J-4 J-6 1207.00 16.00 139.4518 2.24 2-6 J-6 J-5 118.00 6.00 139.4518 0.91 2-7 J-5 FH-3 151.00 8.00 139.4518 0.40 9-8 FH-3 J-7 412.00 8.00 139.4518 0.74 2-9 J-7 FH-1 228.00 8.00 139.4518 0.40 END NODE DATA NODE NODE EXTERNAL JUNCTION EXTERNAL NAME TITLE DEMAND ELEVATION GRADE (gpm) (ft) (ft) FH-1 0.00 333.00 FH-10 0.00 308.00 FH-11 0.00 313.00 FH-12 1000.00 313.00 FH-13 16.50 305.00 FH-14 0.00 315.00 FH-15 13.50 306.00 FH-16 0.00 307.00 FH-2 0.00 333.00 FH-3 0.00 326.00 FH-4 0.00 333.00 FH-5 0.00 313.00 FH-6 0.00 316.00 FH-7 0.00 309.00 FH-8 0.00 303.00 FH-9 0.00 307.00 J-1 0.00 342.00 J-10 10.50 312.00 J-11 0.00 311.00 J-12 0.00 305.00 J-13 0.00 307.00 J-14 12.00 314.00 J-16 4.50 315.00 J-17 10.50 314.00 J-18 13.50 313.00 J-2 0.00 340.00 J-20 7.50 302.00 J-21 18.00 309.00 J-22 12.00 310.00 J-23 0.00 305.00 J-25 6.00 304.00 J-26 18.00 309.00 J-27 0.00 295.00 J-28 36.00 311.00 + + I Pipe2000 Educational/Demo Version - Not for professional use I + + J-3 6.00 339.00 J-4 10.50 339.00 J-5 16.50 327.00 J-6 0.00 328.00 J-7 7.50 330.00 J-8 6.00 329.00 J-9 21.00 323.00 R-1 Wellborn Ele ---- 342.00 497.00 R-2 Flow Test ---- 311.00 466.00 O UTPUT OPTION DATA OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT S YSTEM CONFIGURATION NUMBER OF PIPES (p) = 46 NUMBER OF END NODES (j) = 41 NUMBER OF PRIMARY LOOPS (1) = 4 NUMBER OF SUPPLY NODES (f) = 2 NUMBER OF SUPPLY ZONES (z) = 1 Case: 0 RESULTS OBTAINED AFTER 6 TRIALS: ACCURACY = 0.00004 S IMULATION DESCRIPTION (LABEL) M.D.W. Centre - Phase One P IPELINE RESULTS STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE PIPE NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/ NAME #1 #2 LOSS LOSS VELO. 1000 1000 (gpm) (ft) (ft) (ft/s) (ft/ft) (ft/ft) P-1 R-1 J-1 3370.49 2.60 0.33 5.38 5.87 5.21 + + I Pipe2000 Educational/Demo Version - Not for professional use I + + P-10 FH-1 J-4 -350.38 0. 67 0.00 2.24 2.30 2.30 P-11 J-7 J-8 6.00 0.02 0.00 0.27 0. 15 0.15 P-12 J-5 J-9 -166.38 0.73 0.33 1.89 3.44 2.36 P-13 J-9 FH-2 -187.38 0.32 0.05 2.13 3.41 2.93 P-14 FH-2 FH-4 -187.38 2.38 0.09 2.13 3.04 2.93 P-15 FH-4 J-3 -187.38 0.21 0.00 1.20 0.72 0.72 P-16 J-6 J-11 3232.67 8.05 0.00 5.16 4.82 4. 82 P-17 J-11 J-12 1108.18 3.56 0.11 3.14 2.78 2.69 P-18 J-12 J-13 1031.12 7.79 0.77 6.58 18.65 16. 98 P-19 J-13 FH-7 980.12 1.95 3. 65 6.26 44.39 15.46 P-2 J-1 J-2 3300.17 9.51 1.54 5.27 5.82 5.01 P-20 J-13 FH-16 51.00 0.02 0.01 0.33 0.08 0.06 P-21 J-14 J-10 10.50 0.06 0.00 0.48 0.41 0.41 P-22 J-14 FH-5 2.8.50 0.00 0.00 0.18 0.03 0.02 P-23 FH-5 FH-14 28.50 0.00 0.00 0.18 0.02 0.02 P-24 FH-14 J-16 18.00 0.00 0.00 0.11 0.01 0.01 P-25 J-16 FH-6 0.00 0.00 0.00 0.00 0.00 0.00 P-26 FH-14 J-17 10.50 0.11 0.00 0.48 0.41 0.41 P-27 J-16 J-18 13.50 0.20 0.00 0.61 0.66 0. 66 P-28 FH-/ FH-15 980.12 6.18 0.45 6.26 16.58 15.46 P-29 FH-15 FH-8 7.50 0.00 0.00 0.09 0.01 0.01 P-3 J-3 J-2 -3300.17 0.98 0.32 5.27 6. 64 5.01 P-30 FH-8 J-20 7.50 0.00 0.00 0.09 0.01 0.01 P-31 FH-15 J-21 959.12 19.77 1.36 10.88 64.42 60.27 Akrilm P-32 J-21 J-22 12.00 0.12 0.00 0.54 0.53 0.53 P-33 J-21 FH-9 929.12 11.65 0.00 10.54 56.83 56.83 P-34 FH-9 FH-13 929.12 7.57 5.41 5.93 24 .00 14.00 P-35 FH-13 J-23 -147.38 0.18 0.09 0. 94 0.70 0.46 P-36 FH-13 FH-10 1060.00 10.76 6. 92 6.77 29.37 17.87 P-37 FH-10 J-25 6.00 0.02 0.00 0.27 0.15 0.15 P-38 FH-10 FH-11 1054.00 6.03 0.52 6.73 19.21 17.68 P-39 FH-11 J-26 18.00 0.30 0.00 0.82 1.12 1.12 P-4 J-3 J-4 3106.79 1.32 0.28 4.96 5.44 4.48 P-40 FH-11 FH-12 1036.00 7.59 0.00 6. 61 17.13 17.13 P-41 FH-12 J-28 36.00 0.59 0.00 1.63 4.06 4.06 P-42 J-23 J-1 -70.32 96.91 0.00 4.60 34.10 34.10 P-43 J-12 J-27 77.06 0.04 0.00 0.22 0.02 0.02 P-44 J-27 J-23 77.06 66.24 0.00 5.04 40.39 40.39 P-45 J-11 R-2 2124.49 1.11 0.00 3.39 2.21 2.21 P-46 FH-16 J-14 51.00 0.02 0.00 0.33 0.06 0.06 P-5 J-4 J-6 2745.92 4.30 0.67 4.38 4.11 3.56 P-6 J-6 J-5 -486.75 2.03 0.43 5.52 20.82 17.16 P-7 J-5 FH-3 -336.88 0.32 0.03 2.15 2.33 2.14 P-8 FH-3 J-7 -336.88 0.88 0.05 2.15 2.27 2.14 P-9 J-7 FH-1 -350.38 0.52 0.03 2.24 2.44 2.30 END NODE RESULTS + + 1 Pipe2000 Educational/Demo Version - Not for professional use I + + NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE (gpm) (ft) (ft) (ft) (psi) FH-1 0.00 479.45 333.00 146.45 63.46 FH-10 0.00 379.21 308.00 71.21 30.86 FH-11 0.00 372.66 313.00 59.66 25.85 FH-12 1000.00 365.07 313.00 52.07 22.57 towns FH-13 16.50 396.89 305.00 91.89 39.82 FH-14 0.00 454.82 315.00 139.82 60.59 FH-15 13.50 442.65 306.00 136.65 59.22 FH-16 0.00 454.85 307.00 147.85 64.07 FH-2 0.00 479.04 333.00 146.04 63.28 FH-3 0.00 477.96 326.00 151.96 65.85 FH-4 0.00 481.51 333.00 148.51 64.35 FH-5 0.00 454.83 313.00 141.83 61.46 FH-6 0.00 454.82 316.00 138.82 60.16 FH-7 0.00 449.29 309.00 140.29 60.79 FH-8 0.00 442.65 303.00 139. 65 60.52 FH-9 0.00 409.87 307.00 102.87 44.58 J-1 0.00 494.06 342.00 152.06 65.89 J-10 10.50 454.77 312.00 142.77 61.87 J-11 0.00 467.11 311.00 156.11 67.65 J-12 0.00 463.44 305.00 158.44 68.66 J-13 0.00 454.88 307.00 147.88 64.08 J-14 12.00 454 .83 314.00 140.83 61.03 J-16 4.50 454.82 315.00 139.82 60.59 J-17 10.50 454.71 314.00 140.71 60.98 J-18 13.50 454. 62 313.00 141.62 61.37 J-2 0.00 483.01 340.00 143.01 61.97 J-20 7.50 442.65 302.00 140.65 60.95 J-21 18.00 421.52 309.00 112.52 48.76 J-22 12.00 421.41 310.00 111.41 48.28 J-23 0.00 397. 16 305.00 92.16 39.94 J-25 6.00 379.19 304 .00 75.19 32.58 J-26 18.00 372.36 309.00 63.36 27. 46 J-27 0.00 463.40 295.00 168.40 72. 97 0-Lo 3b.00 364.48 311.00 53.48 23.18 J-3 6.00 481.72 339.00 142.72 61.85 J-4 10.50 480.12 339.00 141.12 61.15 J-5 16.50 477.61 327.00 150. 61 65.26 J-6 0.00 475.15 328.00 147.15 63.77 J-7 7.50 478.90 330.00 148.90 64.52 J-8 6.00 478.87 329.00 149.87 64.94 J-9 21.00 478.67 323.00 155.67 67.46 R-1 Wellborn Ele ---- 497.00 342.00 155.00 67.17 R-2 Flow Test ---- 466.00 311.00 155.00 67.17 SUMMARY OF INFLOWS AND OUTFLOWS (+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES (-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES NODE FLOWRATE NODE NAME (gpm) TITLE R-1 3370.49 Wellborn Ele R-2 -2124.49 Flow Test NET SYSTEM INFLOW = 3370.49 NET SYSTEM OUTFLOW = -2124.49 NET SYSTEM DEMAND = 1246.00 ***** HYDRAULIC ANALYSIS COMPLETED *****