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HomeMy WebLinkAboutWater Report .* * * * * * * * * * 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: Sat Feb 17 17:28:55 2007 INPUT DATA FILENAME C:\PROGRAM\PIPE20--1\0286W2RA.DT2 TABULATED OUTPUT FILENAME C:\PROGRA-1\PIPE20-1\0286W2RA.OT2 POSTPROCESSOR RESULTS FILENAME C:\PROGRA-1\PIPE20-1\0286W2RA.RS2 ************************************************ ri SUMMARY OF ORIGINAL DATA ************************************************ am4OL U NITS SPECIFIED 0 FLOWRATE = gallons/minute1)1 HEAD (HGL) = feet PRESSURE = psig (16 + 4- 11 1Pipe2000 Educational/Demo Version - Not for professional use 1 2 40 + + v it P IPELINE DATAaialr STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE P IPE .13 Wimp NODE NAMES LENGTH DIAMETER ROUGHNESS MINOR N AME #1 #2 (ft) (in) COEFF. LOSS COEFF. (L 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 3-8 162.00 3.00 139.0000 0.00 W P-14 Temp J-2 FH-4 414 .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 J-12 1320.00 12.00 139.4518 0.74 P-2 3-1 J-2 1900.00 16.00 139.4518 3.57 P-3 J-3 J-2 195.00 16.00 139.4518 0.74 P-4 J-3 3-4 294.00 16.00 139.4518 0.74 P-42 3-23 J-1 2842.00 6.00 139.4518 0.00 P-43 J-12 3-27 1933.00 12.00 139.0000 0.00 P-44 J-27 J-23 1640.00 6.00 139.0000 0.00 P-45 J-11 R-2 500.00 16.00 139.4518 0.00 P-5 J-4 J-6 1207.00 16.00 139.4518 2.24 P-8 Temp 3-1 3-7 180.00 8.00 139.4518 0.74 P-9 J-7 FH-1 228.00 8.00 139.4518 0.40 E ND NODE DATA NODE NODE EXTERNAL JUNCTION EXTERNAL NAME TITLE DEMAND ELEVATION GRADE (gpm) (ft) (ft) FH-1 1500.00 333.00 FH-4 0.00 333.00 J-1 0.00 342.00 J-11 0.00 311.00 J-12 0.00 305.00 J-2 0.00 340.00 J-23 0.00 305.00 J-27 0.00 295.00 J-3 6.00 339.00 J-4 10.50 339.00 J-6 0.00 328.00 J-7 7.50 330.00 J-8 6.00 329.00 + + 1 Pipe2000 Educational/Demo Version - Not for professional use I + + R-1 Wellborn Ele ---- 342.00 497.00 R-2 Flow Test ---- 311.00 466.00 Temp J-1 3.00 331.00 Temp J-2 1.50 327.00 O UTPUT OPTION DATA OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT S YSTEM CONFIGURATION NUMBER OF PIPES (p) = 17 NUMBER OF END NODES (j) = 15 NUMBER OF PRIMARY LOOPS (1) = 1 NUMBER OF SUPPLY NODES (f) = 2 NUMBER OF SUPPLY ZONES (z) = 1 lase: 0 RESULTS OBTAINED AFTER 5 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-i R-1 J-1 4023.95 3.61 0.47 6.42 8.18 7.23 P-10 FH-1 J-4 -1516.50 10.09 0.00 9.68 34.69 34. 69 dii.. P-11 J-7 J-8 6.00 0.02 0.00 0.27 0.15 0.15 P-14 Temp J-2 FH-4 -1.50 0.00 0.00 0.02 0.00 0.00 P-15 FH-4 3-3 -1.50 0.00 0.00 0.01 0.00 0.00 P-16 J-6 J-11 2225.59 4.03 0.00 3.55 2.41 2.41 + + 1 Pipe2000 Educational/Demo Version - Not for professional use 1 + + P-17 J-11 3-12 -263.87 0.25 0.01 0.75 0.19 0.19 2-2 J-1 J-2 3760.09 12.11 2.00 6.00 7.43 6.38 2-3 J-3 J-2 -3760.09 1.24 0.41 6.00 8.50 6.38 P-4 J-3 J-4 3752.59 1.87 0.41 5.99 7.75 6.35 2-42 J-23 J-1 -263.87 15.69 0.00 2.99 5.52 5.52 2-43 J-12 J-27 -263.87 0.37 0.00 0.75 0.19 0.19 2-44 J-27 J-23 -263.87 9.11 0.00 2.99 5.56 5.56 2-45 J-11 R-2 2489.45 1.49 0.00 3.97 2.97 2.97 2-5 J-4 J-6 2225.59 2.91 0.44 3.55 2.78 2.41 P-8 Temp J-1 J-7 -3.00 0.00 0.00 0.02 0.00 0.00 8-9 J-7 FH-1 -16.50 0.00 0.00 0.11 0.01 0.01 END NODE RESULTS NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE (gpm) (ft) (ft) (ft) (psi) FH-1 1500.00 464.77 333.00 131.77 57.10 4010"+ FH-4 0.00 477.15 333.00 144 .15 62.46 J-1 0.00 492.91 342.00 150.91 65.40 J-11 0.00 467.49 311.00 156.49 67.81 J-12 0.00 467.74 305.00 162.74 70.52 J-2 0.00 478.80 340.00 138.80 60.15 J-23 0.00 477.22 305.00 172.22 74. 63 J-27 0.00 468.11 295.00 173.11 75.01 J-3 6.00 477.15 339.00 138.15 59.86 J-4 10.50 474 .87 339.00 135.87 58.88 J-6 0.00 471.52 328.00 143.52 62.19 J-7 7.50 464.77 330.00 134.77 58.40 J-8 6.00 464 .75 329.00 135.75 58.82 R-1 Wellborn Ele ---- 497.00 342.00 155.00 67.17 R-2 Flow Test ---- 466.00 311.00 155.00 67. 17 Temp J-1 3.00 464.77 331.00 133.77 57.97 Temp J-2 1.50 477.15 327.00 150.15 65.06 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 4023.95 Wellborn Ele R-2 -2489.45 Flow Test NET SYSTEM INFLOW = 4023.95 NET SYSTEM OUTFLOW = -2489.45 NET SYSTEM DEMAND = 1534.50 ***** 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: Sat Feb 17 17:29:42 2007 INPUT DATA FILENAME C:\PROGRA-1\PIPE20-1\0286W2RA.DT2 TABULATED OUTPUT FILENAME C:\PROGRA-1\PIPE20-1\0286W2RA.OT2 POSTPROCESSOR RESULTS FILENAME C:\PROGRA-1\PIPE20-1\0286W2RA.RS2 ************************************************ SUMMARY OF O R I G I NAL DATA ************************************************ U NITS SPECIFIED 0 FLOWRATE = gallons/minute C4 HEAD (HGL) = feet PRESSURE = psig 1 Pipe2000 Educational/Demo Version - Not for professional use I I) t + Clilli • P IPELINE DATA 24.21 ' STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE 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 EL) P-10 FH-1 J-4 291.00 8.00 139.4518 0.00 Ofm P-11 J-7 J-8 162.00 3.00 139.0000 0.00 P-14 Temp J-2 FH-4 414.00 6.00 139.4518 1.31 ki 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-2 J-1 J-2 1900.00 16.00 139.4518 3.57 P-3 J-3 J-2 195.00 16.00 139.4518 0.74 P-4 J-3 J-4 294 .00 16.00 139.4518 0.74 P-42 J-23 J-1 2842.00 6.00 139.4518 0.00 P-43 J-12 J-27 1933.00 12.00 139.0000 0.00 P-44 J-27 J-23 1640.00 6.00 139.0000 0.00 P-45 J-11 R-2 500.00 16.00 139.4518 0.00 P-5 J-4 J-6 1207.00 16.00 139.4518 2.24 P-8 Temp J-1 J-7 180.00 8.00 139.4518 0.74 P-9 J-7 FH-1 228.00 8.00 139. 4518 0.40 E ND NODE DATA NODE NODE EXTERNAL JUNCTION EXTERNAL NAME TITLE DEMAND ELEVATION GRADE (gpm) (ft) (ft) FH-1 0.00 333.00 FH-4 1500.00 333.00 J-1 0.00 342.00 J-11 0.00 311.00 J-12 0.00 305.00 J-2 0.00 340.00 J-23 0.00 305.00 J-27 0.00 295.00 J-3 6.00 339.00 J-4 10.50 339.00 J-6 0.00 328.00 J-7 7.50 330.00 J-8 6.00 329.00 + + I Pipe2000 Educational/Demo Version - Not for professional use I i- + R-1 Wellborn Ele ---- 342.00 497.00 R-2 Flow Test ---- 311.00 466.00 Temp J-1 3.00 331.00 Temp J-2 1.50 327.00 O UTPUT OPTION DATA OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT S YSTEM CONFIGURATION NUMBER OF PIPES (p) = 17 NUMBER OF END NODES (j) = 15 NUMBER OF PRIMARY LOOPS (1) = 1 NUMBER OF SUPPLY NODES (f) = 2 NUMBER OF SUPPLY ZONES (z) = 1 Case: 0 RESULTS OBTAINED AFTER 5 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 4101.05 3.74 0.49 6.54 8.47 7.49 P-10 FH-1 J-4 -16.50 0.00 0.00 0.11 0.01 0.01 P-11 J-7 J-8 6.00 0.02 0.00 0.27 0.15 0.15 P-14 Temp J-2 FH-4 -1.50 0.00 0.00 0.02 0.00 0.00 P-15 FH-4 J-3 -1501.50 9.91 0.00 9.58 34.05 34.05 P-16 J-6 J-11 2304.00 4 .30 0.00 3.68 2.57 2.57 + + I Pipe2000 Educational/Demo Version - Not for professional use I + + P-17 J-11 J-12 -262.55 0.25 0.01 0.74 0.19 0.19 P-2 J-1 J-2 3838.50 12.58 2.08 6.12 7.72 6.62 P-3 J-3 J-2 -3838.50 1.29 0.43 6. 12 8.83 6. 62 P-4 J-3 J-4 2331.00 0.77 0. 16 3.72 3.17 2.63 P-42 J-23 J-1 -262.55 15.55 0.00 2.98 5.47 5.47 P-43 J-12 J-27 -262.55 0.36 0.00 0.74 0.19 0.19 P-44 J-27 J-23 -262.55 9.03 0.00 2.98 5.50 5.50 P-45 J-11 R-2 2566.55 1.57 0.00 4.10 3.14 3.14 P-5 J-4 J-6 2304 .00 3.11 0.47 3.68 2.96 2.57 P-8 Temp J-1 J-7 -3.00 0.00 0.00 0.02 0.00 0.00 P-9 J-7 FH-1 -16.50 0.00 0.00 0.11 0.01 0.01 END NODE RESULTS NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE (gpm) (ft) (ft) (ft) (psi) FH-1 0.00 475.44 333.00 142.44 61.73 FH-4 1500.00 466.47 333.00 133.47 57 .84 dir"" J-1 0.00 492.76 342.00 150.76 65.33 J-11 0.00 467.57 311.00 156.57 67.85 J-12 0.00 467.82 305.00 162.82 70.56 J-2 0.00 478.10 340.00 138.10 59.84 J-23 0.00 477.22 305.00 172.22 74. 63 J-27 0.00 468.19 295.00 173.19 75.05 J-3 6.00 476.38 339.00 137.38 59.53 J-4 10.50 475.45 339.00 136.45 59.13 J-6 0.00 471.87 328.00 143.87 62.34 J-7 7.50 475.44 330.00 145.44 63.02 J-8 6.00 475.42 329.00 146.42 63.45 R-1 Wellborn Ele ---- 497.00 342.00 155.00 67.17 R-2 Flow Test ---- 466.00 311.00 155.00 67.17 Temp J-1 3.00 475.44 331.00 144.44 62.59 Temp J-2 1.50 466.47 327.00 139.47 60.44 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 4101.05 Wellborn Ele R-2 -2566.55 Flow Test NET SYSTEM INFLOW = 4101.05 NET SYSTEM OUTFLOW = -2566.55 NET SYSTEM DEMAND = 1534.50 ***** HYDRAULIC ANALYSIS COMPLETED ***** LIK41n of to cp ti • 91,d IT.' iN d a A 3AA P 42 • i a P-5 •••••ii u.. 4 r t A. 4 ii .-1