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Home My WebLink AboutWater ReportWater Report Chick's College Station SITE PLAN COLLEGE STATION, TEXAS FEBRUARY 2012 MBESI# 1000-0208 SUBMITTED BY: McCrmLURE & BROWNE, ENGINEERING/SURVEYING, INC. 1008 Woodcreek Dr., Suite 103 College Station, Tx. 77845 (979) 693-3838 Engineer Reg. No. F-458 1314 10th Street, Suite 210 Huntsville, Tx. 77320 (936) 294-9749 Survey Reg. No. 101033-00 CHICK'S COLLEGE STATION Water Report MBESI #1000-0208 '. l�TTTTTT/'A TTl11U The water systems described in the following report comply with all requirements of the City of College Station and TCEQ. OF * ... L NO ERTSON.r 94745 745-- GENERAL LOCATION AND DESCIPTION Location: Parcel bounded by State Highway 40, FM 2154, and Southern Trace Subdivision in soutwest College Station. Surrounding development: This development is adjacent to the Southern Trace Subdivision and across SH 40 from Edelweiss Gartens Subdivision Acreage: 1.5 acres General Project Description: Convenience store with associated parking and utilities WATER SYSTEM ANALYSIS Existing Water System: Proposed Water System: Required Fire Flow (sprinkled): Minimum Number of Hydrants Computer Model Software: Maximum Line Velocities Allowed. - As designed: Minimum Pressures Allowed. - As designed: WATER REPORT CHICK'S COLLEGE STATION There is a 12" line along the west ROW of SH 40 An 8" water line and fire hydrant is to be added to the 12" water line along SH 40. 1,500 gpm (hydrant at J-17) 20 gpm (building demand) 1 PIPE 2010 (Kentucky Pipe Network Analysis) 12.00 fps 9.57 fps (P-21) 20.00 psi 51.34 psi (J-14) Summary: The combination of the existing and proposed infrastructure is more than adequate to provide fire service as required by the City of College Station and the International Fire Code. Applicable Exhibits: A — Water System Layout B —PIPE 2010 Output Report (Static Flow Conditions) C —PIPE 2010 Output Report (Fire Flow Conditions) WATER REPORT CHICK'S COLLEGE STATION EXHIBIT B STATIC FLOW RESULTS * * * * * * * * * * K Y P I P E 5 * * * Pipe Network Modeling Software * * * Copyrighted by KYPIPE LLC * Version 5 - February 2010 Date & Time: Thu Mar 08 09:29:57 2012 Master File : f:\1000 - miscellaneous\0208 - c-store site plan fm 2154-sh 40\docs\chicks cs.KYP\chicks cs.P2K S U M M A R Y O F O R I G I N A L D A T A U N I T S S P E C I F I E D FLOWRATE ............ = gallons/minute HEAD (HGL) .......... = feet PRESSURE ............ = psig P I P E L I N E D A T A STATUS CODE: XX -CLOSED PIPE P I P E NODE NAMES N A M E #1 #2 ----------------------------------- P-1 VP-1 J-3 P-2 J-2 J-14 P-3 VP-2 J-2 P-4 J-4 VP-2 P-5 J-4 J-9 P-6 J-6 J-13 P-7 J-6 J-7 P-8 J-7 J-8 P-9 J-7 J-10 P-10 J-10 J-6 P-11 J-9 J-10 P-12 VP-1 J-4 P-13 J-3 J-1 P-14 J-11 J-1 P-15 J-2 J-12 P-16 J-12 J-8 P-17 J-13 J-5 P-18 J-14 J-11 P-19 J-14 J-15 CV -CHECK VALVE LENGTH DIAMETER ROUGHNESS MINOR (ft) (in) -------------------------------_ COEFF. LOSS COEFF. 106.64 8.00 140.0000 48.40 164.46 8.00 140.0000 79.00 171.12 8.00 140.0000 19.70 745.25 8.00 140.0000 0.00 281.08 8.00 140.0000 52.80 119.45 8.00 140.0000 19.70 309.42 8.00 140.0000 19.70 399.71 6.00 140.0000 45.90 467.18 6.00 140.0000 74.80 477.93 8.00 140.0000 63.70 636.78 8.00 140.0000 68.10 92.89 8.00 140.0000 15.30 355.06 8.00 140.0000 48.40 330.71 8.00 140.0000 59.30 142.92 8.00 140.0000 0.00 420.86 6.00 140.0000 0.00 57.24 8.00 140.0000 0.00 243.34 8.00 140.0000 0.00 252.53 4.00 140.0000 0.00 P-20 J-15 J-16 573.61 P-21 J-15 J-17 249.11 P U M P/L 0 S S E L E M E N T D A T A -- -THERE IS -A -DEVICE -AT--NODE -------VP-J1 DESCRIBED - HEAD FLOWRATE EFFICIENCY (ft) (gpm) M 170.77 0.00 75.00 __- - - 147- 69 --- __-- I190. 00 -- 75 00---- 87.46 2380.00 75.00 4.00 140.0000 0.00 8.00 140.0000 0.00 -.:- THERE IS A DEVICE AT -:NODE _:.: VP=2'-_DESCRIBED BY- THE -.FOLliOWINGDATA: (ID 2)- HEAD FLOWRATE EFFICIENCY (ft) (gpm) M 175.38 0.00 75.00 152.31 1250.00 75.00 92.08 2500.00 75.00 N 0 D E D A T A NODE NODE EXTERNAL JUNCTION EXTERNAL NAME TITLE DEMAND ELEVATION GRADE ------------------------------------------------------- (gpm) (ft) (ft) J-1 2.22 334.00 J-2 5.18 342.00 J-3 2.96 336.00 J-4 15.54 342.00 J-5 0.37 364.00 J-6 7.40 364.00 J-7 9.62 360.00 J-8 3.70 355.00 J-9 5.18 352.00 J-10 12.21 351.00 J-11 4.07 336.00 J-12 0.00 342.00 J-13 0.74 365.00 J-14 3.33 338.00 J-15 0.00 336.00 J-16 0.00 332.00 J-17 1.00 328.00 VP-1 ---- 338.00 338.00 VP-2 ---- 346.00 346.00 O U T P U T O P T I O N D A T A OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT MAXIMUM AND MINIMUM PRESSURES = 5 MAXIMUM AND MINIMUM VELOCITIES = 5 MAXIMUM AND MINIMUM HEAD LOSS/1000 = 5 S Y S T E M C O N F I G U R A T I O N NUMBER OF PIPES = 21 NUMBER OF END NODES ...............(j) = 17 NUMBER OF PRIMARY LOOPS = _-. -.... NUMBER OF -SUPPLY --NODES- ---:............... Ff-)_ =____ 2 NUMBER OF SUPPLY ZONES = Case- 0 RESULTS OBTAINED AFTER 20 TRIALS: ACCURACY = 0.00452 ***WARNING*** THE MAXIMUM NUMBER OF TRIALS WERE EXECUTED ACCURACY WAS NOT ATTAINED - SEE USERS MANUAL:: TIME/CASE= 1.000 S I M U L A T I O N D E S C R I P T I O N (L A B E L) P I P E L I N E STATUS CODE: P I P E N A M E (ft/ft) --------------- R E S U L T S XX -CLOSED PIPE NODE NUMBERS #1 #2 CV -CHECK VALVE FLOWRATE HEAD MINOR LOSS LOSS (gpm) (ft) (ft) LINE HL+ML/ HL/ VELD. 1000 1000 (£t/s) (ft/ft) P-1 VP-1 J-3 1.78 0.00 0.00 0.01 0.00 P-2 J-2 J-14 11.80 0.00 0.01 0.08 0.05 P-3 VP-2 J-2 34.68 0.01 0.01 0.22 0.12 P-4 VP-2 J-4 38.84 0.03 0.00 0.25 0.04 2-5 J-4 J-9 21.52 0.00 0.02 0.14 0.07 P-6 J-6 J-13 1.11 0.00 0.00 0.01 0.00 P-7 J-7 J-6 5.04 0.00 0.00 0.03 0.00 P-8 J-8 J-7 14.00 0.01 0.02 0.16 0.07 P-9 J-10 J-7 0.66 0.00 0.00 0.01 0.00 P-10 J-10 J-6 3.47 0.00 0.00 0.02 0.00 P-11 J-9 J-10 16.34 0.00 0.01 0.10 0.03 P-12 J-4 VP-1 1.78 0.00 0.00 0.01 0.00 P-13 J-1 J-3 1.18 0.00 0.00 0.01 0.00 P-14 J-11 J-1 3.40 0.00 0.00 0.02 0.00 P-15 J-2 J-12 17.70 0.00 0.00 0.11 0.01 P-16 J-12 J-8 17.70 0.02 0.00 0.20 0.04 P-17 J-13 J-5 0.37 0.00 0.00 0.00 0.00 P-18 J-14 J-11 7.47 0.00 0.00 0.05 0.00 P-19 J-14 J-15 1.00 0.00 0.00 0.03 0.00 P-20 J-15 J-16 0.00 0.00 0.00 0.00 0.00 P-21 J-15 J-17 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.03 0.04 0.01 0.00 0.00 0.02 0.00 0.00 0.01 0.00 0.00 0.00 0.01 0.04 0.00 0.00 0.00 0.00 0.00 P U M P/L O S S E L E M E N T R E S U L T S INLET OUTLET #PUMPS NPSH NAME FLOWRATE HEAD HEAD -- -_.PARALLEL ---SERIES --Avail. --- ----- (gpm) (ft) (ft) (ft) ------------------------------------------ ----------------- ----- ---Device- "VP=-1" isclosed-____-- ---- VP-1 0.00 0.00 183.23 ** 33.2 VP-2 73.52 0.00 175.26 ------- * * _.. 33.2 _. N O D E R E S U L T S PUMP EFFIC- USEFUL INCREMTL TOTAL #PUMPS HEAD ENCY POWER COST. COST (ft) -------------------------------------------- M (Hp) ($) ($) 0.0 75.00 0. 0.0 0.0 ** 175.3 75.00 0. 0.0 0.0 ** NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE --------------------`------------------------------------------------------- (gpm) (ft) (ft) (ft) (psi) J-1 2.22 521.23 334.00 187.23 81.13 J-2 5.18 521.24 342.00 179.24 77.67 J-3 2.96 521.23 336.00 185.23 80.27 J-4 15.54 521.23 342.00 179.23 77.67 J-5 0.37 521.20 364.00 157.20 68.12 J-6 7.40 521.20 364.00 157.20 68.12 " J-7 9.62 521.20 360.00 161.20 69.85 J-8 3.70 521.23 355.00 166.23 72.03 J-9 5.18 521.22 352.00 169.22 73.33 J-10 12.21 521.20 351.00 170.20 73.75 " J-11 4.07 521.23 336.00 185.23 80.27 J-12 0.00 521.24 342.00 179.24 77.67 J-13 0.74 521.20 365.00 156.20 67.69 J-14 3.33 521.24 338.00 183.24 79.40 J-15 - 0.00 521.23 336.00 185.23 80.27 J-16 0.00 521.23 332.00 189.23 82.00 J-17 1.00 521.23 328.00 193.23 83.74 VP-1 ---- 521.23 338.00 183.23 79.40 VP-2 ---- 521.26 346.00 175.26 75.95 M A X I M U M A N D M I N I M U M V A L U E S P R E S S U R E S " JUNCTION MAXIMUM JUNCTION MINIMUM NUMBER PRESSURES NUMBER PRESSURES ------------------ (psi) --------------------- (psi) J-17 83.74 J-13 67.69 J-16 82.00 J-5 68.12 J-1 81.13 J-6 68.12 J-15 80.27 J-7 69.85 J-11 80.27 J-8 72.03 V E L O C I T I E S PIPE MAXIMUM PIPE MINIMUM NUMBER VELOCITY NUMBER VELOCITY ----------------- (ft/s) (ft/s) P-4 0.25 --_-_-___-_-_--_----- P-17 0.00 -__-----_-_. --P 3 _ -0-.22 __ _ --P-21 _. 0.01 P-16 0.20 P-6 0.01 P-8 0.16 P-13 0.01 P-5 0.14 P-9 0.01 H L +-M--L / I_..0 0 0 PIPE MAXIMUM PIPE MINIMUM NUMBER HL+ML/1000 NUMBER HL+ML/1000 -------------------- (ft/ft) __ ---(ft/ft) _ P-3 0.12 -------------------- P-17 0.00 P-8 0.07 P-21 0.00 P-5 0.07 P-13 0.00 P-2 0.05 P-6 0.00 P-4 0.04 P-9 0.00 H L / 1 0 0 0 PIPE MAXIMUM PIPE MINIMUM NUMBER HL/1000 NUMBER HL/1000 --------------------- (ft/ft) ------------------- (ft/ft) P-4 0.04 P-17 0.00 P-16 0.04 P-21 0.00 P-3 0.03 P-6 0.00 ". P-8 0.02 P-13 0.00 P-5 0.01 P-9 0.00 S U M M A R Y O F I N F L O W S A N D O U T F L O W S (+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES (-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES NODE FLOWRATE NODE NAME -------------------------------------------- (gpm) TITLE VP-2 73.52 NET SYSTEM INFLOW = 73.52 NET SYSTEM OUTFLOW = 0.00 NET SYSTEM DEMAND = 73.52 ***** HYDRAULIC ANALYSIS COMPLETED ***** EXHIBIT C FIRE FLOW RESULTS * * * * * * * * * * K Y P I P E 5 * * * Pipe Network Modeling Software * * * Copyrighted by KYPIPE LLC * Version 5 - February 2010 Date & Time: Thu Mar 08 09:46 56 2012 Master File : f:\1000 - miscellaneous\0208 - c-store site plan fm 2154-sh 40\docs\chicks cs fire.KYP\chicks cs fire.P2K S U M M A R Y O F O R I G I N A L D A T A U N I T S S P E C I F I E D FLOWRATE ............ = gallons/minute HEAD (HGL) .......... = feet PRESSURE ............ = psig P I P E L I N E D A T A STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE P I P E NODE NAMES LENGTH DIAMETER ROUGHNESS MINOR N A M E ------------------------------------------------------------------------------- #1 #2 (ft) (in) COEFF. LOSS COEFF. P-1 VP-1 J-3 106.64 8.00 140.0000 48.40 P-2 J-2 J-14 164.46 8.00 140.0000 79.00 P-3 VP-2 J-2 171.12 8.00 140.0000 19.70 P-4 J-4 VP-2 745.25 8.00 140.0000 0.00 P-5 J-4 J-9 281.08 8.00 140.0000 52.80 P-6 J-6 J-13 119.45 8.00 140.0000 19.70 P-7 J-6 J-7 309.42 8.00 140.0000 19.70 P-8 J-7 J-8 399.71 6.00 140.0000 45.90 P-9 J-7 J-10 467.18 6.00 140.0000 74.80 P-10 J-10 J-6 477.93 8.00 140.0000 63.70 P-11 J-9 J-10 636.78 8.00 140.0000 68.10 P-12 VP-1 J-4 92.89 8.00 140.0000 15.30 P-13 J-3 J-1 355.06 8.00 140.0000 48.40 P-14 J-11 J-1 330.71 8.00 140.0000 59.30 P-15 J-2 J-12 142.92 8.00 140.0000 0.00 P-16 J-12 J-8 420.86 6.00 140.0000 0.00 P-17 J-13 J-5 57.24 8.00 140.0000 0.00 P-18 J-14 J-11 243.34 8.00 140.0000 0.00 P-19 J-14 J-15 252.53 12.00 140.0000 0.00 P-20 J-15 J-16 573.61 4.00 140.0000 0.00 P-21 J-15 J-17 249.11 8.00 140.0000 0.00 P U M P/L 0 S S E L E M E N T D A T A _THERE--IS-A-- DEVICE --AT- NODE --------- VP-1DESCRIBED-BY---THE--FOLLOWING DATA:(ID= 1) _- _-- HEAD FLOWRATE EFFICIENCY (ft) (gpm) M 170.77 0.00 75.00 _.. 1.4.7_..69 1190.00 _.. 75.00 87.46 2380.00 75.00 --- ---THERE IS-A`DEVICE `AT NODE VP--2_DESCRIBED BY THE -FOLLOWING DATA: -(ID 2)-. --- -_-- HEAD FLOWRATE EFFICIENCY (ft) (gpm) M 175.38 0.00 75.00 152.31 1250.00 75.00 92.08 2500.00 75.00 N O D E D A T A NODE NODE EXTERNAL JUNCTION EXTERNAL NAME TITLE DEMAND ELEVATION GRADE -------------------------------------------------------------- (gpm) (ft) (ft) J-1 2.22 334.00 J-2 5.18 342.00 J-3 2.96 336.00 J-4 15.54 342.00 J-5 0.37 364.00 J-6 7.40 364.00 J-7 9.62 360.00 J-8 3.70 355.00 J-9 5.18 352.00 J-10 12.21 351.00 J-11 4.07 336.00 J-12 0.00 342.00 J-13 0.74 365.00 J-14 3.33 338.00 J-15 0.00 336.00 J-16 0.00 332.00 J-17 1500.00 328.00 VP-1 ---- 338.00 338.00 VP-2 ---- 346.00 346.00 O U T P U T O P T I O N D A T A OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT MAXIMUM AND MINIMUM PRESSURES = 5 MAXIMUM AND MINIMUM VELOCITIES = 5 MAXIMUM AND MINIMUM HEAD LOSS/1000 = 5 S Y S T E M C O N F I G U R A T I O N NUMBER OF PIPES = 21 NUMBER OF END NODES ...............(j) = 17 NUMBER OF PRIMARY LOOPS ...........(1) = 3 ' _.. NUMBER.. OF SUPPLY_ NODES..... ......_.....(f) =_... 2 NUMBER OF SUPPLY ZONES ............(z) = 1 ..Case: 0 RESULTS OBTAINED AFTER 6 TRIALS: ACCURACY = 0.00004 S I M U L A T I O N D E S C R I P T I O N (L A B E L) P I P E L I N E R E S U L T S STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE P I P E NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/ N A M E #1 #2 LOSS LOSS VELD. 1000 1000 (gpm) (ft) (ft) (ft/s) (ft/ft) (ft/ft) --------------------------------------------------------------------------------------- P-1 VP-1 J-3 639.21 0.74 12.51 4.08 124.24 6.95 P-2 J-2 J-14 873.37 2.04 38.11 5.57 244.13 12.39 P-3 VP-2 J-2 738.33 1.55 6.79 4.71 48.77 9.08 P-4 VP-2 J-4 301.36 1.29 0.00 1.92 1.73 1.73 P-5 J-4 J-9 179.44 0.19 1.08 1.15 4.49 0.66 P-6 J-6 J-13 1.11 0.00 0.00 0.01 0.00 0.00 P-7 J-6 J-7 93.60 0.06 0.11 0.60 0.55 0.20 P-8 J-7 J-8 143.92 0.71 1.90 1.63 6.54 1.78 P-9 J-10 J-7 59.94 0.16 0.54 0.68 1.50 0.35 P-10 J-10 J-6 102.11 0.11 0.42 0.65 1.11 0.23 P-11 J-9 J-10 174.26 0.40 1.31 1.11 2.68 0.63 P-12 J-4 VP-1 106.38 0.02 0.11 0.68 1.43 0.25 P-13 J-3 J-1 636.25 2.45 12.39 4.06 41.79 6.89 P-14 J-1 J-11 634.03 2.26 15.08 4.05 52.44 6.85 P-15 J-12 J-2 140.22 0.06 0.00 0.89 0.42 0.42 P-16 J-8 J-12 140.22 0.72 0.00 1.59 1.70 1.70 P-17 J-13 J-5 0.37 0.00 0.00 0.00 0.00 0.00 P-18 J-11 J-14 629.96 1.65 0.00 4.02 6.77 6.77 P-19 J-14 J-15 1500.00 1.18 0.00 4.25 4.68 4.68 P-20 J-15 J-16 0.00 0.00 0.00 0.00 0.00 0.00 P-21 J-15 J-17 1500.00 8.41 0.00 9.57 33.74 33.74 P U M P/L 0 S S E L E M E N T R E S U L T S INLET OUTLET PUMP EFFIC- USEFUL INCREMTL TOTAL 4PUMPS *PUMPS NPSH NAME FLOWRATE HEAD HEAD HEAD ENCY POWER COST COST PARALLEL SERIES Avail. (gpm) (ft) (ft) (ft) (8) (Hp) ($) ($) (ft) ___________________________________________________________________________________________________ ---- ---- VP-1 ---- 532.83 ---- 0.00 -_-- 165�56---- 165.6-75.00 -----0. --0-.0 0.0- 33.2 VP-2 1039.69 0.00 158.98 159.0 75.00 0. 0.0 0.0 ** ** 33.2 N 0 D E R E S U L T S -NODE..... ..:..NODE ...,_EXTERNAL -HYDRAULIC ---NODE ----PRESSURE --- NODE--- -- - --- -- -- - -NAME ---____-- TITLE -- DEMAND GRADE ELEVATION HEAD PRESSURE ---------------------------------------------------------------------------- (gpm) (ft) (ft) (ft) (psi) ., J-1 2.22 475.47 334.00 141.47 61.30 J-2 5.18 496.63 342.00 154.63 67.01 J-3 2.96 490.31 336.00 154.31 66.87 J-4 15.54 503.69 342.00 161.69 70.07 J-5 0.37 500.19 364.00 136.19 59.02 - J-6 7.40 500.19 364.00 136.19 59.02 J-7 9.62 500.02 360.00 140.02 60.68 J-8 3.70 497.41 355.00 142.41 61.71 J-9 5.18 502.43 352.00 150.43 65.19 J-10 12.21 500.72 351.00 149.72 64.88 J-11 4.07 458.13 336.00 122.13 52.92 J-12 0.00 496.69 342.00 154.69 67.03 J-13 0.74 500.19 365.00 135.19 58.58 - J-14 3.33 456.48 338.00 118.48 51.34 J-15 0.00 455.30 336.00 119.30 51.70 J-16 0.00 455.30 332.00 123.30 53.43 J-17 1500.00 446.89 328.00 118.89 51.52 - VP-1 ---- 503.56 338.00 165.56 71.74 VP-2 ---- 504.98 346.00 158.98 68.89 M A X I M U M A N D M I N I M U M V A L U E S - P R E S S U R E S JUNCTION MAXIMUM JUNCTION MINIMUM NUMBER PRESSURES NUMBER PRESSURES --------------------- (psi) --------------------- (psi) VP-1 71.74 J-14 51.34 J-4 70.07 J-17 51.52 VP-2 68.89 J-15 51.70 J-12 67.03 J-11 52.92 J-2 67.01 J-16 53.43 -. V E L O C I T I E S PIPE MAXIMUM PIPE MINIMUM NUMBER VELOCITY NUMBER VELOCITY --------------------- (ft/s) --------------------- (ft/s) P-21 9.57 P-17 0.00 P-2 5.57 P-6 0.01 P-3 4.71 2-7 0.60 P-19 4.25 P-10 0.65 P-1 4.08 P-12 0.68 H L+ M L / 1 0 0 0 PIPE MAXIMUM PIPE MINIMUM NUMBER HL+ML/1000 NUMBER HL+ML/1000 _-_ -_-__ (ft/ft) __---_ (ft/ft) P-2 _..... 244.13_. _.. ____ _ _____ P-17- ______ _. 0.00 P-1 124.24 P-6 0.00 P-14 52.44 P-15 0.42 P-3 48.77 P-7 0.55 -_P=13 : 41.7.9:_ H L / 1 0 0 0 PIPE MAXIMUM PIPE MINIMUM NUMBER HL/1000 NUMBER HL/1000 --------------------- (ft/ft) (ft/ft) P-21 33.74 --------------------- P-17 0.00 ' P-2 12.39 P-6 0.00 P-3 9.08 P-7 0.20 P-1 6.95 P-10 0.23 P-13 6.89 P-12 0.25 S U M M A R Y O F I N F L O W S A N D O U T F L O W S (+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES (-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES NODE FLOWRATE NODE NAME __________________________________________ (gpm) TITLE VP-1 532.83 VP-2 1039.69 NET SYSTEM INFLOW = 1572.52 NET SYSTEM OUTFLOW = 0.00 NET SYSTEM DEMAND = 1572.52 ***** HYDRAULIC ANALYSIS COMPLETED *****