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HomeMy WebLinkAboutWater Report WATER REPORT FOR Indian Lakes Subdivision Phase XIX & XXI C C I Brazos County, Texas JANUARY 2015 MBESI# 1062-0046 pp McCLURE & BROWNE ENGINEERING/SURVEYING, INC. O� 1008 Woodcreek Dr.,Suite 103 College Station,Tx.77845•(979)693-3838 Engineer Reg.No.F-458 Survey Reg.No. 101033-00 I • I IWATER SYSTEM ANALYSIS for IINDIAN LAKES PHASE XIX & XXI IGeneral Information Anticipated land use: Residential I Anticipated number of lots: 28 lots Notes on surrounding development: This development is located near the existing Phase 16 of Indian Lakes in South Brazos County. Water System Analysis 1 lb Primary water supply line: Existing 12" line on Indian Lakes Drive & 8" line on Mesa Verde Drive Software model: PIPE2000 (Kentucky Pipe Network Model) I Average daily flow: 1.5 gpd per lot Estimated fire demand: 1,000 gpm (at Junction J-31) Pipe material: PVC (C909) IRegulated Items Designed Requirement Notes Min. Pressure( si 28.20 20 mm Fire flow conditions (J-30) Max.Velocity s 11.52 12 max Fire flow conditions (P-29) Conclusion: The proposed water system exceeds the requirements of TCEQ Iand the City of College Station I Applicable Exhibits: Exhibit A Schematic Water System Layout 1��q`ox Exhibit B Static Flow Analysis �r �a`, I Exhibit C Fire Flow Analysis r^''tc '•"'; ..... r a 1**Alp PZ,Zw‘%'., 1/ t �r,. i. Res- .:•:`,,, Itri -o: 9 = 4 'I ii,-. ..'..i.E.:N 7';A ,;,s`....7': " Sy „I>.. 1 / Oa�.,.-f- I I I Indian Lakes,Phase XIX&XXI 111 MBESI#10620046 I I I I I Exhibit B Static Flow Results l 1 1 1 t 1 1 1 Indian Lakes,Phase XIX&XXI 11 MBESI#10620046 II II Exhibit B II Static Flow Results * * * * * * * * * * K Y P I P E 5 * * * * * * * * * * II * * * Pipe Network Modeling Software * * Copyrighted by KYPIPE LLC * * Version 5 - February 2010 * II * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * IIDate & Time: Wed Jan 21 15:49:44 2015 Master File : f:\1062 - clarke & wyndham inc\0046 - Indian lakes phase xix\docs\static.KYP\static.P2K I/ ************************************************ S U MMA R Y OF ORIGINAL DATA I UNITS SPECIFIED FLOWRATE = gallons/minute HEAD (HGL) = feet PRESSURE = psig I PIPELINE DATA ' 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. II P-1 VP-2 J-7 7830.00 2199.52 8.00 138.9145 0.00 P-2 J 1 J 7 12.00 138.9145 0.00 P-3 J-2 J-3 3660.00 12.00 138.9145 0.00 P-4 J-3 J-18 1196.76 12.00 140.0000 0.00 II P-5 J-4 J-2 1590.00 8.00 140.0000 0.00 P-6 J-5 J 4 5614.00 6.00 138.9145 0.00 P-7 J-6 J-5 220.00 6.00 138.9145 0.00 P-8 J-3 J-6 3088.00 6.00 138.9145 0.00 P-9 J-7 J-2 4360.48 12.00 138.9145 0.00 P-10 J-7 J 8 3387.00 8.00 138.9145 0.00 P 11 J 8 J 9 621.00 8.00 138.9145 0.00 P-12 J-8 J-10 356.00 6.00 138.9145 0.00 P-13 J-9 J-11 322.00 6.00 138.9145 0.00 P-14 J-3 J-12 635.00 8.00 140.0000 0.00 P 15 J-12 J-13 656.00 8.00 140.0000 0.00 P-16 J-12 J-19 66.16 8.00 140.0000 0.00 P-17 J-13 J-17 565.00 6.00 140.0000 0.00 I P-18 J-13 J-14 807.00 8.00 140.0000 0.00 P-19 J-14 J-15 182.00 4.00 123.9145 0.00 P-20 J-14 J-16 302.00 4.00 123.9145 0.00 P-21 VP-1 J-18 156.66 12.00 140.0000 0.00 P-22 J-18 J-20 120.00 6.00 140.0000 0.00 I I/ P-23 J-20 J-21 400.00 4.00 140.0000 0.00 P 24 J 9 J 22 224.75 8.00 138.9145 0.00 P-25 J-22 J-23 325.00 4.00 138.9145 0.00 P-26 J-22 J-24 676.00 8.00 138.9145 0.00 4.11 P-27 J-24 J-26 244.00 8.00 138.9145 0.00 6 1 IIP-28 J-26 J-28 562.00 8.00 138.9145 0.00 P-29 J-26 J-31 124.12 6.00 138.9145 0.00 P-30 J-28 J-25 342.00 8.00 138.9145 0.00 I/ P-31 J-28 J-29 114.45 6.00 138.9145 0.00 P-32 J-29 J-27 119.78 6.00 138.9145 0.00 P-33 J 31 J 30 102.63 6.00 138.9145 0.00 PUMP/LOSS ELEMENT DATA THERE IS A DEVICE AT NODE VP-1 DESCRIBED BY THE FOLLOWING DATA: (ID= 1) IIHEAD FLOWRATE EFFICIENCY (ft) (gpm) (%) 219.23 0.00 75.00 I 180.00 77.61 1500.00 75.00 3000.00 75.00 THERE IS A DEVICE AT NODE VP-2 DESCRIBED BY THE FOLLOWING DATA: (ID= 2) I/ HEAD FLOWRATE EFFICIENCY (ft) (gpm) (%) 219.23 0.00 75.00 II 180.00 1500.00 75.00 77.61 3000.00 75.00 NODEI/ DATA I NODE NODE EXTERNAL JUNCTION EXTERNAL NAME TITLE DEMAND ELEVATION GRADE (gpm) (ft) (ft) J-1 0.00 287.00 I J-2 0.00 278.00 J 3 0.00 263.00 J-4 0.00 266.00 J-5 15.00 247.00 I/ J-6 0.00 246.00 J-7 0.00 285.00 J-8 0.00 294.00 J-9 0.00 292.00 J-10 6.00 296.00 I J-11 6.00 294.00 J-12 4.50 253.00 J-13 7.50 250.00 J-14 4.50 242.00 J-15 6.00 240.00 J-16 4.50 252.00 J 17 4.50 240.00 J-18 0.00 241.00 J-19 0.00 251.00 I J-20 3.00 247.00 J-21 6.00 240.00 J-22 0.00 295.00 J-23 6.00 291.00 II J-24 0.00 283.00 J-25 0.00 278.00 J 26 0.00 286.00 J-27 6.00 291.00 I J-28 0.00 281.00 J-29 9.00 295.00 J-30 6.00 293.00 J-31 9.00 296.00 VP-1 ---- 239.00 239.00 VP-2 285.00 285.00 II 111 1/ II OUTPUTli OPTION DATA OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT MAXIMUM AND MINIMUM PRESSURES = 5 II MAXIMUM AND MINIMUM VELOCITIES 5 MAXIMUM AND MINIMUM HEAD LOSS/1000 = SYSTEMII CONFIGURATION NUMBER OF PIPES (p) = 33 NUMBER OF END NODES (j) = 31 I NUMBER OF PRIMARY LOOPS (1) = 1 NUMBER OF SUPPLY NODES (f) = 2 NUMBER OF SUPPLY ZONES (z) = 1 1 Case: 0 111 RESULTS OBTAINED AFTER 20 TRIALS: ACCURACY = 0.00006 SIMULATION DESCRIPTION (LABEL) i I PIPELINE RESULTS STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE PIPE NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/ IN A M E #1 #2 LOSS LOSS VELO. 1000 1000 (gpm) (ft) (ft) (ft/s) (ft/ft) (ft/ft) P-1 VP-2 J-1 103.50 1.90 0.00 0.66 0.24 0.24 P-2 J-1 J-7 103.50 0.07 0.00 0.29 0.03 0.03 9-3 J-2 J-3 47.51 0.03 0.00 0.13 0.01 0.01 P-4 J 3 J-18 9.00 0.00 0.00 0.03 0.00 0.00 P-5 J-4 J-2 -7.99 0.00 0.00 0.05 0.00 0.00 P-6 J-5 J-4 -7.99 0.05 0.00 0.09 0.01 0.01 I P-7 J-6 J-5 7.01 0.00 0.00 0.08 0.01 0.01 P 8 J-3 J 6 7.01 0.02 0.00 0.08 0.01 0.01 P-9 J-7 J-2 55.50 0.05 0.00 0.16 0.01 0.01 P-10 J-7 J-8 48.00 0.20 0.00 0.31 0.06 0.06 I P-11 J-8 J-9 42.00 0.03 0.00 0.27 0.05 0.05 P-12 J-8 J-10 6.00 0.00 0.00 0.07 0.01 0.01 P 13 J 9 J 11 6.00 0.00 0.00 0.07 0.01 0.01 P-14 J-3 J-12 31.50 0.02 0.00 0.20 0.03 0.03 I P-15 J-12 J-13 27.00 0.01 0.00 0.17 0.02 0.02 P-16 J-12 J-19 0.00 0.00 0.00 0.00 0.00 0.00 P 17 J 13 J 17 4.50 0.00 0.00 0.05 0.00 0.00 P-18 J-13 J-14 15.00 0.01 0.00 0.10 0.01 0.01 P-19 J-14 J-15 6.00 0.01 0.00 0.15 0.04 0.04 1 P-20 J-14 J-16 4.50 0.01 0.00 0.11 0.03 0.03 P-21 VP-1 J-18 0.00 0.00 0.00 0.00 0.00 0.00 P-22 J 18 J 20 9.00 0.00 0.00 0.10 0.01 0.01 P-23 J-20 J-21 6.00 0.01 0.00 0.15 0.04 0.04 I P-24 J-9 J-22 36.00 0.01 0.00 0.23 0.03 0.03 P-25 J-22 J-23 6.00 0.01 0.00 0.15 0.04 0.04 P 26 J 22 J 24 30.00 0.02 0.00 0.19 0.02 0.02 P-27 J-24 J-26 30.00 0.01 0.00 0.19 0.02 0.02 P-28 J-26 J-28 15.00 0.00 0.00 0.10 0.01 0.01 IIP-29 J-26 J-31 15.00 0.00 0.00 0.17 0.03 0.03 II C filt ill P-30 J-28 J-25 0.00 0.00 0.00 0.00 0.00 0.00 P-31 J-28 J-29 15.00 0.00 0.00 0.17 0.03 0.03 P-32 J-29 J-27 6.00 0.00 0.00 0.07 0.01 0.01 r P-33 J-31 J-30 6.00 0.00 0.00 0.07 0.01 0.01 PUMP/LOSSill ELEMENT RESULTS 1: INLET OUTLET PUMP EFFIC- USEFUL INCREMTL TOTAL #PUMPS #PUMPS NPSH [: NAME FLOWRATE HEAD HEAD HEAD ENCY POWER COST COST PARALLEL SERIES Avail. (gpm) (ft) (ft) (ft) (%) (Hp) ($) ($) r, (ft) 4* Device "VP-1" is closed VP-1 0.00 0.00 262.91 0.0 75.00 0. 0.0 0.0 ** ** r 33.2 io VP-2 103.50 0.00 218.95 219.0 75.00 0. 0.0 0.0 ** ** 33.2 NODE:: RESULTS NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE r NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE Ili (gpm) (ft) (ft) (ft) (psi) J-1 0.00 502.06 287.00 215.06 93.19 OIs J-2 0.00 501.94 278.00 223.94 97.04 J-3 0.00 501.91 263.00 238.91 103.53 SIN J-4 0.00 501.93 266.00 235.93 102.24 J-5 15.00 501.89 247.00 254.89 110.45 J-6 0.00 501.89 246.00 255.89 110.88 41.4 J-7 0.00 501.98 285.00 216.98 94.03 ill J-8 0.00 501.79 294.00 207.79 90.04 J-9 0.00 501.76 292.00 209.76 90.90 J-10 6.00 501.78 296.00 205.78 89.17 0" J-11 6.00 501.76 294.00 207.76 90.03 J-12 4.50 501.89 253.00 248.89 107.85 ill J-13 7.50 501.88 250.00 251.88 109.15 J-14 4.50 501.87 242.00 259.87 112.61 J-15 6.00 501.87 240.00 261.87 113.47 II J-16 4.50 501.87 252.00 249.87 108.27 J-17 4.50 501.88 240.00 261.88 113.48 J-18 0.00 501.91 241.00 260.91 113.06 J-19 0.00 501.89 251.00 250.89 108.72 J-20 3.00 501.91 247.00 254.91 110.46 J-21 6.00 501.89 240.00 261.89 113.49 J 22 0.00 501.75 295.00 206.75 89.59 J-23 6.00 501.74 291.00 210.74 91.32 I/ J-24 J-25 0.00 501.73 283.00 218.73 94.78 0.00 501.72 278.00 223.72 96.95 J-26 0.00 501.73 286.00 215.73 93.48 3-27 6.00 501.72 291.00 210.72 91.31 J-28 0.00 501.72 281.00 220.72 95.65 II J-29 9.00 501.72 295.00 206.72 89.58 J-30 6.00 501.72 293.00 208.72 90.45 J 31 9.00 501.72 296.00 205.72 89.15 VP-1 ---- 501.91 239.00 262.91 113.93 IIVP-2 ---- 503.95 285.00 218.95 94.88 MAXIMUM AND MINIMUM VALUES / li Ii PRESSURESI: I: 1 JUNCTION NUMBER MAXIMUM JUNCTION NUMBER MINIMUM PRESSURES PRESSURES (psi) (psi) I VP-1 113.93 J-31 89.15 J-21 113.49 J-10 89.17 J-17 113.48 J-29 89.58 J-15 113.47 J-22 89.59 J-18 113.06 J-11 90.03 I VELOCITIES PIPE MAXIMUM PIPE MINIMUM I NUMBER VELOCITY (ft/s) NUMBER VELOCITY (ft/s) P-1 0.66 P-4 0.03 P-10 0.31 P-5 0.05 1 P-2 P-11 0.29 P-17 0.05 0.27 P 12 0.07 P-24 0.23 P-13 0.07 I H L + M L / 1 0 0 0 PIPE MAXIMUM PIPE MINIMUM NUMBER HL+ML/1000 NUMBER HL+ML/1000 (ft/ft) (ft/ft) IP-1 0.24 P-4 0.00 P-10 0.06 P-5 0.00 P-11 0.05 P-17 0.00 I P-19 0.04 P-33 0.01 P-25 0.04 P-12 0.01 H L / 1 0 0 0 I PIPE MAXIMUM PIPE MINIMUM NUMBER HL/1000 NUMBER HL/1000 (ft/ft) (ft/ft) I P-1 0.24 P-4 0.00 P-10 0.06 P-5 0.00 P-11 0.05 P-17 0.00 P-19 0.04 P-33 0.01 IIP-25 0.04 P-12 0.01 SUMMARY OF INFLOWS AND OUTFLOWS I/ (+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES (-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES I/ NODE FLOWRATE NODE NAME (gpm) TITLE VP-2 103.50 I/ NET SYSTEM INFLOW 103.50 NET SYSTEM OUTFLOW = 0.00 NET SYSTEM DEMAND 103.50 I I ***** HYDRAULIC ANALYSIS COMPLETED ***** I I! I I I I I I I I Exhibit C iFire Flow Results I I I I I I I I I Indian Lakes,Phase XIX&XXI IMBESI#10620046 r L A' iim Exhibit C 0114 Fire Flow Results imi * * * * * * * * * * K Y P I P E 5 * * * * * * * * * * * * fria * Pipe Network Modeling Software * ill * * * Copyrighted by KYPIPE LLC * * Version 5 - February 2010 * PP * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * lir !ft Date & Time: Wed Jan 21 16:07:01 2015 iiir Master File : f:\1062 - clarke & wyndham inc\0046 - Indian lakes phase xix\docs\fire.KYP\fire.P2K rim ************************************************ bot SUMMARY OF ORIGINAL DATA ************************************************ UNITSII SPECIFIED I/ FLOWRATE = gallons/minute HEAD (HGL) = feet PRESSURE = psig PIPELINE DATA STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE PIPEI I/ NODE NAMES LENGTH DIAMETER ROUGHNESS MINOR NAME #1 #2 (ft) (in) COEFF. LOSS COEFF. '" P-1 VP-2 J-1 7830.00 8.00 138.9145 0.00 1liP-2 J-1 J-7 2199.52 12.00 138.9145 0.00 P-3 J-2 J-3 3660.00 12.00 138.9145 0.00 P-4 J-3 J-18 1196.76 12.00 140.0000 0.00 P-5 J-4 J-2 1590.00 8.00 140.0000 0.00 1 1! P-6 J-5 J-4 5614.00 6.00 138.9145 0.00 P-7 J-6 J-5 220.00 6.00 138.9145 0.00 P-8 J-3 J-6 3088.00 6.00 138.9145 0.00 P-9 J-7 J-2 4360.48 12.00 138.9145 0.00 II P-10 J-7 J-8 3387.00 8.00 138.9145 0.00 P-11 J-8 J-9 621.00 8.00 138.9145 0.00 P 12 J 8 J 10 356.00 6.00 138.9145 0.00 P-13 J-9 J-11 322.00 6.00 138.9145 0.00 1/ P-14 J-3 J-12 635.00 8.00 140.0000 0.00 P-15 J-12 J-13 656.00 8.00 140.0000 0.00 P 16 J 12 J 19 66.16 8.00 140.0000 0.00 P-17 J-13 J-17 565.00 6.00 140.0000 0.00 P-18 J-13 J-14 807.00 8.00 140.0000 0.00 1 II P-19 J-14 J-15 182.00 4.00 123.9145 0.00 P-20 J-14 J-16 302.00 4.00 123.9145 0.00 P-21 VP-1 J-18 156.66 12.00 140.0000 0.00 P-22 J-18 J-20 120.00 6.00 140.0000 0.00 I/ P-23 J-20 J-21 400.00 4.00 140.0000 0.00 P-24 J-9 J-22 224.75 8.00 138.9145 0.00 P-25 J-22 J-23 325.00 4.00 138.9145 0.00 P-26 J-22 J-24 676.00 8.00 138.9145 0.00 P-27 J-24 J-26 244.00 8.00 138.9145 0.00 IIP-28 J-26 J-28 562.00 8.00 138.9145 0.00 I 11 I IP-29 J-26 J-31 124.12 6.00 138.9145 0.00 9-30 J-28 J-25 342.00 8.00 138.9145 0.00 P-31 J-28 J-29 114.96 6.00 138.9145 0.00 P-32 J-29 J-27 119.29 6.00 138.9145 0.00 P-33 J-31 J-30 102.63 6.00 138.9145 0.00 1 I PUMP/LOSS ELEMENT DATA THERE IS A DEVICE AT NODE VP-1 DESCRIBED BY THE FOLLOWING DATA: (ID= 1) HEAD FLOWRATE EFFICIENCY (ft) (gpm) (%) 219.23 0.00 75.00 180.00 1500.00 75.00 I77.61 3000.00 75.00 THERE IS A DEVICE AT NODE VP-2 DESCRIBED BY THE FOLLOWING DATA: (ID= 2) I HEAD FLOWRATE (gpm) EFFICIENCY (ft) (a) 219.23 0.00 75.00 180.00 1500.00 75.00 II 77.61 3000.00 75.00 NODEII DATA NODE NODE EXTERNAL JUNCTION EXTERNAL I NAME TITLE DEMAND (gpm) ELEVATION GRADE (ft) (ft) J-1 0.00 287.00 J-2 0.00 278.00 II J-3 0.00 263.00 J-4 0.00 266.00 J-5 15.00 247.00 J-6 0.00 246.00 I/ J-7 0.00 285.00 J-8 0.00 294.00 J-9 0.00 292.00 J-10 6.00 296.00 J-11 6.00 294.00 J-12 4.50 253.00 J-13 7.50 250.00 J-14 4.50 242.00 J-15 6.00 240.00 II J-16 J-17 4.50 252.00 4.50 240.00 J-18 0.00 241.00 J-19 0.00 251.00 J-20 3.00 247.00 li J-21 6.00 240.00 J-22 0.00 295.00 J-23 6.00 291.00 J-24 0.00 283.00 I J-25 0.00 278.00 J-26 0.00 286.00 J-27 6.00 291.00 J-28 0.00 281.00 I J-29 9.00 295.00 J 30 6.00 293.00 J-31 1009.00 296.00 VP-1 ---- 239.00 239.00 VP-2 ---- 285.00 285.00 I I ir O UTPUT OPTION DATA II OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT MAXIMUM AND MINIMUM PRESSURES = 5 MAXIMUM AND MINIMUM VELOCITIES = 5 IIMAXIMUM AND MINIMUM HEAD LOSS/1000 = 5 S YSTEM CONFIGURATION IINUMBER OF PIPES (p) = 33 NUMBER OF END NODES (j) = 31 NUMBER OF PRIMARY LOOPS (1) = 1 ii NUMBER OF SUPPLY NODES (f) = 2 NUMBER OF SUPPLY ZONES (z) = 1 IICase: 0 RESULTS OBTAINED AFTER 6 TRIALS: ACCURACY = 0.00001 S IMULATIONII DESCRIPTION (LABEL) II P IPELINE RESULTS IISTATUS 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 II (gpm) (ft) (ft) (ft/s) (ft/ft) (ft/ft) P-1 VP-2 J-1 588.90 47.45 0.00 3.76 6.06 6.06 2-2 J-1 J-7 588.90 1.85 0.00 1.67 0.84 0.84 II 2-3 J-2 J-3 -423.61 1.67 0.00 1.20 0.46 0.46 P-4 J-3 J-18 -505.60 0.75 0.00 1.43 0.63 0.63 P-5 J-4 J-2 35.49 0.05 0.00 0.23 0.03 0.03 P-6 J-5 J-4 35.49 0.76 0.00 0.40 0.14 0.14 P-7 J-6 J-5 50.49 0.06 0.00 0.57 0.26 0.26 II P-8 J-3 J-6 50.49 0.80 0.00 0.57 0.26 0.26 2-9 J-7 J-2 -459.10 2.31 0.00 1.30 0.53 0.53 P-10 J-7 J-8 1048.00 59.69 0.00 6.69 17.62 17.62 P-11 J-8 J-9 1042.00 10.83 0.00 6.65 17.44 17.44 II P-12 J-8 J-10 6.00 0.00 0.00 0.07 0.01 0.01 P-13 J-9 J-11 6.00 0.00 0.00 0.07 0.01 0.01 P-14 J-3 J-12 31.50 0.02 0.00 0.20 0.03 0.03 P-15 J-12 J-13 27.00 0.01 0.00 0.17 0.02 0.02 2-16 J-12 J-19 0.00 0.00 0.00 0.00 0.00 0.00 II 2-17 J-13 J-17 4.50 0.00 0.00 0.05 0.00 0.00 2-18 J-13 J-14 15.00 0.01 0.00 0.10 0.01 0.01 2-19 J-14 J-15 6.00 0.01 0.00 0.15 0.04 0.04 P-20 J-14 J-16 4.50 0.01 0.00 0.11 0.03 0.03 1 P-21 VP-1 J-18 514.60 0.10 0.00 1.46 0.65 0.65 P-22 J-18 J-20 9.00 0.00 0.00 0.10 0.01 0.01 P-23 J-20 J-21 6.00 0.01 0.00 0.15 0.04 0.04 P-24 J-9 J-22 1036.00 3.88 0.00 6.61 17.25 17.25 II P-25 J-22 J-23 6.00 0.01 0.00 0.15 0.04 0.04 2-26 J-22 J-24 1030.00 11.54 0.00 6.57 17.07 17.07 P-27 J-24 J-26 1030.00 4.16 0.00 6.57 17.07 17.07 P-28 J-26 J-28 15.00 0.00 0.00 0.10 0.01 0.01 P-29 J-26 J-31 1015.00 8.37 0.00 11.52 67.42 67.42 IIP-30 J-28 J-25 0.00 0.00 0.00 0.00 0.00 0.00 II IP-31 J-28 J-29 15.00 0.00 0.00 0.17 0.03 0.03 P-32 J-29 J-27 6.00 0.00 0.00 0.07 0.01 0.01 P-33 J-31 J-30 6.00 0.00 0.00 0.07 0.01 0.01 PUMP/LOSSi li ELEMENT RESULTS I I! INLET OUTLET PUMP EFFIC- USEFUL INCREMTL TOTAL #PUMPS #PUMPS NPSH I NAME FLOWRATE HEAD HEAD HEAD ENCY POWER COST COST PARALLEL SERIES Avail. (gpm) (ft) (ft) (ft) (%) (Hp) ($) ($) (ft) IIVP-1 514.60 0.00 213.82 213.8 75.00 0. 0.0 0.0 ** ** 33.2 VP-2 588.90 0.00 212.29 212.3 75.00 0. 0.0 0.0 ** ** II 33.2 I NODE RESULTS NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE (gpm) (ft) (ft) (ft) (psi) I/ J-1 0.00 449.84 287.00 162.84 70.56 J-2 0.00 450.30 278.00 172.30 74.66 J-3 0.00 451.97 263.00 188.97 81.89 I J-4 0.00 450.35 266.00 184.35 79.89 J-5 15.00 451.11 247.00 204.11 88.45 J-6 0.00 451.17 246.00 205.17 88.91 J-7 0.00 447.99 285.00 162.99 70.63 J-8 0.00 388.30 294.00 94.30 40.86 II J-9 0.00 377.47 292.00 85.47 37.04 J-10 6.00 388.30 296.00 92.30 40.00 J-11 6.00 377.47 294.00 83.47 36.17 J-12 4.50 451.96 253.00 198.96 86.21 I J-13 7.50 451.94 250.00 201.94 87.51 J-14 4.50 451.94 242.00 209.94 90.97 J-15 6.00 451.93 240.00 211.93 91.84 J-16 4.50 451.93 252.00 199.93 86.64 J-17 4.50 451.94 240.00 211.94 91.84 II J-18 0.00 452.72 241.00 211.72 91.75 J-19 0.00 451.96 251.00 200.96 87.08 J-20 3.00 452.72 247.00 205.72 89.14 J-21 6.00 452.70 240.00 212.70 92.17 11 J-22 0.00 373.60 295.00 78.60 34.06 J-23 6.00 373.58 291.00 82.58 35.79 J-24 0.00 362.06 283.00 79.06 34.26 J-25 0.00 357.89 278.00 79.89 34.62 J-26 0.00 357.90 286.00 71.90 31.15 I/ J-27 6.00 357.89 291.00 66.89 28.98 J-28 0.00 357.89 281.00 76.89 33.32 J-29 9.00 357.89 295.00 62.89 27.25 J-30 6.00 349.53 293.00 56.53 24.50 I J-31 1009.00 349.53 296.00 53.53 23.20 VP-1 452.82 239.00 213.82 92.66 VP-2 497.29 285.00 212.29 91.99 IIMAXIMUM AND MINIMUM VALUES PRESSURESII gym„ Pm 40 10 40 JUNCTION MAXIMUM JUNCTION MINIMUM NUMBER PRESSURES NUMBER PRESSURES rim (psi) (psi) VP-1 92.66 J-31 23.20 J-21 92.17 J-30 24.50 4/114 VP-2 91.99 J-29 27.25 J-17 91.84 J-27 28.98 J-15 91.84 J-26 31.15 VELOCITIES Pft PIPE MAXIMUM PIPE MINIMUM kw NUMBER VELOCITY NUMBER VELOCITY (ft/s) (ft/s) P. P-29 11.52 P-17 0.05 fM P-10 6.69 P-12 0.07 P-11 6.65 P-13 0.07 P-24 6.61 P-32 0.07 !!ft P-26 6.57 P-33 0.07 kr H L + M L / 1 0 0 0 Pm PIPE MAXIMUM PIPE MINIMUM NUMBER HL+ML/1000 NUMBER HL+ML/1000 (ft/ft) (ft/ft) P-29 67.42 P-17 0.00 I/ P-10 17.62 P-33 0.01 P-11 17.44 P-12 0.01 P-24 17.25 P-13 0.01 P-26 17.07 P-32 0.01 IIH L / 1 0 0 0 PIPE MAXIMUM PIPE MINIMUM NUMBER HL/1000 NUMBER HL/1000 I/ (ft/ft) (ft/ft) P-29 67.42 P-17 0.00 P-10 17.62 P-33 0.01 II P-il 17.44 P-12 0.01 P-24 17.25 P-13 0.01 P-26 17.07 P-32 0.01 IISUMMARY OF INFLOWS AND OUTFLOWS (+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES II (-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES NODE FLOWRATE NODE NAME (gpm) TITLE VP-1 514.60 VP-2 588.90 NET SYSTEM INFLOW = 1103.50 II NET SYSTEM OUTFLOW = 0.00 NET SYSTEM DEMAND = 1103.50 ***** HYDRAULIC ANALYSIS COMPLETED ***** OP Mir 1 11 II i