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Park West CC(1)-SY 900701~:A TER STUD Y PARK WEST COMtaY~CE CENTER COPPELL, TEXAS ! ~-- ! .... I ......I .... I 1 !--- I I I i i I I WATER TOWER WQRKING LEVEL ELEV 670.00 '0 12' SOUTHWE STERN DRIVE AIRLINE DRIVE FF 531 N~DE 2i00 GPM I MASTFR 12' PLAN 12' 12' 12' m,~.®F -- CD N PARK WEST COMMERCE CENTER ! i ! I 1__ t__- I t__ I I I 1 '1___ I I WATER TOWER L~~Tj.,I,I..i.i~.]~ WORKING LEVEL ELEV 670,00 AII~LINE Dl~IVE PO00 GPM FF 531 '0 12' STATIC PRESSURE 61.44 PSI RESIDUAL PRESSURE 37.82 PSI IPO00 GPhi PIPE S~/ATER STUD'Y NO, 1 12' CS) hT ~/DRKING LEVEL ' ] I~1 2000 ~2' FF 531 ~ STATIC PRESSURE 61.44 PSI RESIDUAL PRESSURE 51.18 PSI '0 ;='000 GPM WATER STUDY NO, 2 PIPE PARK WEST COMMERCE CENTER l___l, _ l___. t__ I L I I !__ I .... I I I I I -- ! I I ~_ _ VA'tER TOVER ~ O0 OPM VI1RKIN6 LEVEL ~ - .- ~000 GPM lOO GPM 12' 2750 GPM FF 531 STATIC PRESSURE 61.19 PSI RESIDUAL PRESSURE 41.6g PSI 2750 GPM 12' @ PIPE ~-~ 12' 100 GPM WATER STUDY NO, 3 PARK WEST COMMERCE CENTER I ....} i 1___ I ! I L___ !_ __1 __1 I i __1 I ._ I kIATER TO~/ER 0 ~/ORKIN6 LEVEL ~ AIRL~I~ DRIVE 12, I ~000 GPM FF 531 ~STATIC PRESS~E 61.44 PSI ESI~UAL PRESS~E 53,35 PSI '0 ~/ATER STUDY NB, 4 P~AR~K~~7.~ 0 M~M.E. R C E~ C,E ~1 .... I . I ] I i I L J I I ! I __i I ! ! i___ ~/ATER TOVER ~ 200 GPM ~/ORKIN6 LEVEL ~ ~ ~ ~ -- _ SOU~STERN DRI~ 100 GPM ~/ATER 12' 2750 GPM FF 531 NODE STATIC PRESSURE 61.19 PSI RESIDUAL PRESSURE 45,90 PSI 2750 OPM I AIRLII~ DRIVE 16' STUDY NO. 4A 12' 100 2000 GPM I'i,,,, N @ ]PM PARK WEST COMMERCE CENTER 1 __ ! I I ! ___! 1 ___1 ! _1 __1 .I __1 ___. i ! I ~/ATER gTUDY -------- ~HRESTERN DRIVE AIRLINE DRIVE EO00 GPM FF 531 STATIC PRESSURE 61.44 PSI RESIDUAL PRESSURE 5B.7B PSI ]~000 OPM 18' PIPE 16' 18' ND. 5 I I . N m PARK WEST COMMERCE CENTER ! 1 I I ! I i I ! i I .... ~/ATER TnVER 200 OPM ~/DRKIN6 LEVEL ~~ SOUTHWESTERN DRIVE 12' 2750 GPM FF 531 STATIC PRESSURE 61,19 PST RESIDUAL PRESSURE S7.0~ PSI 12' PIPE 12' 16' 2000 GPM N ~PM WATER STUDY NO. ~a PARK WEST COMMERCE CENTER I !-- I I ! I !- ! I I I I I I-- I i I ~00 GPM %/ATER TDMER ~r~ ~/DRKING LEVEL ELEV 670.00 L SOUTHWESTERN DRIVE ~4· AIR~ DRIVE 100- GPM f2750GPM FF 53_~1 STATIC PRESSURE 61.19 PSI PIPE 12' WATER STUDY NO. 6 EO00 GPM N 100 GPM PARK WEST COMMERCE CENTER DATE' I JULY 1990 PLOT 1=60 C019\,/S08 SHEET 8 DF 15 WATER TD~fI:'R 200 GPM VORKINO LEVEL , ERN DRIVE --.- 2000 (]PM 16' ~'~ AIR~ DRIVE FF 531 STATIC PRESS~E Gl.lg PSI PIPE  REsIDUAL PRESS~E 4S.90 PSI 2750 GPM 16' 12' N 100- GPM 100 GPM I I I I i 1--- I 200 GPM 12' WATER TDWER ~I3RKING LEVEL ELEV 670.00 12' 100- GPM 12' ;:>750 GPM FF 531 SOUTHWESTERN DRIVE 24' 16' AIRLINE DRIVE STATIC PRESSURE 61.19 PSI RESIDUAL PRESSURE 56.99 PSI 2750 GPM 4_ WATER STUDY ND, 8 12' ® PIPE ~-~ 12' ~a' 1~ 12' 2000 GPM N @ 100 (]PM PARK WEST COMMERCE CENTER I I I. I ___1 ___! ! _ _1 ___! ____i ___1 __1 1 I I 800 GPM WATER TDWER WORKING LEVEL ELEV 670.00 SOUTHWESTERN DRIVE 24~ 18' 12' f2750 GPM 275i GPM PIPE · .~ 2000 GPM 100 GPM ~/ATER STUDY NO. 9 N 100 GPM P~ARJ~WE S~T.~ 0 M_~M.E. RC ~ C E N~_~T~E~R I I I !__ I I _ I__ I ! I L--. I I I-- I l I 200 GPM 12' WATER TOWER WORKING LEVEL ELEV 670.00 ~ AIRLINE DRIVE 8750 GPM FF 531  RESIDUAL PRESSURE 37.61 PSI 12' 2750 GPM 10" N O ;CATER 100 GPM STUDY NO, 10 100 GPM PARK WEST COMMERCE CENTER I ! I I I I___ I. I ! ! ! WATER TOWER WORKING LEVEL ELEV 670,00 , ,- ~"-...~SO~STERN DRIVE 2750 GPM FF 531 STATIC PRESSURE 61.19 PSI RESIDUAL PRESSURE 41,69 PSI I 18' 100' GPM ~TATER STUDY NO. ll ;>000 GPM N 18' 12' 12' e 100 GPM PARK WEST COMMERCE CENTER I ' DATE, I JULY 1990 [ PLBT 1=60 I C019WS13 SHEET 13 OF 15 I I 1_ l__ I l I I I I ! 1__.__ AIRLINE DRIVE 2000 GPM FF 531 12' STATIC PRESSURE 61,44 PSI R£SIDUAL PRESSURE 51,1B PSI L~O00 GPM I__ I I I I I ~/ATER 18' PIPE PARK WEST COMMERCE --- CD N STU3Y NO, ia ) CENTER LEVEL F~ 12~ 12, WATER 12' '0 · 200i GPM I STUDY NE], 12A PIPE 10° I - I I N PARK WEST COMMERCE CENTER PAGE 1 OF 21 DONALD E, DAVIS CONSULTING ENGINEERS, 5506 COCKRELL HILL ROAD DALLAS, TEXAS 214-337-2332 PROJECT: PARK WE6T COMMERCE CENTER COPPELL, TEXAS WATER MAIN HYDRAULIC ANALYSIS FOR FIRE FLOWS DATE: April 24, 1990 FLOWRATE IS EXPRESSED IN GPM AND PRESSURE IN PS[G A SUMMARY OF THE ORIGINAL DATA FOLLOWS PIPE NO. NODE NOS. LENGTH DIAMETER ROUGHNESS (FEET) (INCHES) 1 0 1 100.0 24,0 150,0 2 1 2 3200.0 24.0 150.0 3 2 3 600.0 24.0 150.0 4 3 4 1700,0 8.0 150.0 5 4 5 600.0 12,0 150.0 6 5 6 3000,0 12.0 150,0 7 6 7 1500.0 12.0 150.0 8 ? 8 2500.0 12,0 150,0 9 8 1 1500.0 12,0 150.0 10 1 6 1800,0 16.0 150.0 LINE 10 IS CLOSED 11 2 5 1700,0 12,0 150.0 LINE 11 IS CLOSED 15 5 11 1313.0 12.0 150,0 LINE 15 I5 CLOSED 12 7 9 400.0 12.0 150,0 13 9 10 700.0 12.0 150.0 14 10 11 3000.0 12.0 150.0 17 11 12 600,0 12.0 150.0 16 4 12 1313.0 8,0 150.0 MINOR LOSS K 1.00 1,00 ,50 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 FIXED GRADE 610,00 JUNCTION NUMBER DEMAND ELEVATION 1 ,00 528,00 2 .00 528.00 3 1.00 528.00 4 1.00 528.00 5 .00 528.00 6 2000.00 531.00 7 1.00 528.00 8 1.00 528,00 g 1.00 528.00 CONNECTING PIPES 1 2 g 2 3 11 3 4 4 5 16 5 6 11 6 7 10 7 8 12 8 9 12 13 10 15 '~0-04-24 iS:12 TRAVIS ASSOC COHS EHGRS PAGE 2 OF 21 10 2000,00 528.00 13 14 11 1.00 528,00 15 14 12 1.00 528,00 17 16 OUTPUT SELECTION- ALL RESULTS ARE OUTPUT EACH PERIOD 17 THiS SYSTEM HAS 17 PIPES WITH 12 JUNCTIONS , 5 LOOPS AND 1 FGNS THE RESULTS ARE OBTAINED AFTER 4 TRIALS WITH AN ACCURACY = PIPE HYDRAULICS - BELTLINE AND AIRLINE ROAD - DALLAS, TEXAS DONALD E. DAVIS CONSULTING ENGINEERS APRIL 20 1990 STUDY #1 FIRE DEMAND ONLY NO ADDITIONAL PIPE .00008 PIPE NO. NODE NOS. FLOWRATE 1 0 1 4007,00 2 1 2 1392.83 3 2 3 1392,83 4 3 4 1391.83 5 4 5 890.24 6 5 6 890.24 7 6 7 -1109,16 8 7 8 -2613,17 9 8 1 -2614,17 LINE 10 IS CLOSED LINE 11 IS CLOSED LINE 15 IS CLOSED 12 ? 9 1502.41 13 9 10 1501.41 -.14 10 11 -498.59 17 11 12 -499,59 16 4 ...12 500.59 JUNCTION NUMBER DEMAND 1 .00 2 .00 3 1,00 4 1.00 5 .00 6 2000,00 7 1.00 8 1,00 9 1.00 10 2000.00 11 1,00 12 1.00 HEAD LOSS PUMP HEAD MINOR .09 .00 .13 .39 ,00 .02 .07 .00 .01 43,95 .00 1.23 .94 .00 ,10 4.71 ,00 ,10 -3,54 ,00 -.15 -28.81 .00 -.85 -17,30 .00 -.85 2. .00 - .00 5 I 00 . 1 . GRADE ZNE ELEVATION 669,79 528.00 669.38 528,00 669,30 528.00 624.12 528.00 623,08 528.00 618.28 531.00 621.91 528,00 651,63 528.00 620.03 528.00 616.86 528,00 618,50 528.00 618,86 528.00 LOSS VELOCITY HL/IO00 2.84 ,87 .99 .12 .99 .12 8.88 25,85 2,53 1,57 2.53 1.57 -3.15 -2,36 -7,41 -11,52 -7.42 -11,53 .28 4.26 4,13 .28 4,26 4,13 -,03 -1.41 -.$4 -.03 -1,42 -,54 ,16 3.19 3.89 PRESSURE 61.44 61.26 ~t.23 41,65 41.20 37,82 40.72 53,58 39,88 38.5t 39.22 39,37 THE NET SYSTEM DEMAND = 4007.00 PAGE 3 OF 21 SUMMARY OF INFLOWS(+) AND OUTFLOWS(-) FROM FIXED GRADE NODES PIPE NUMBER FLOWRATE 1 4007,00 THE NET FLOW INTO THE SYSTEM FROM FIXED GRADE NODES = 4007.00 THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES = .00 A SUMMARY OF CONDITIONS SPECIFIED FOR THE NEXT SIMULATION FOLLOWS LINE 11 IS OPEN LINE 15 IS OPEN THE RESULTS ARE OBTAINED AFTER 3 TRIALS WITH AN ACCURACY PIPE HYDRAULICS - BELTLINE AND AIRLINE ROAD - OALLAS, TEXAS STUDY #2 FIRE DEMAND W/ NEW 12" ADDED PARALLEL TO BELTLINE ADDITIONAL LOOP TO WRANGLER STREET ADDED W/ 12" ,00110 PIPE NO. NODE NOS. I 0 1 2 1 2 3 2 3 4 3 4 5 4 5 6 5 6 7 6 7 8 7 8 9 8 1 LINE 10 IS CLOSED 11 2 5 15 5 11 12 7 9 I3 9 10 14 10 11 17 11 12 16 4 12 FLOWRATE 4007,00 2415.70 1.09 .00 619,16 ,02 .00 .00 618.16 9.78 .00 .24 322.00 ,14 ,00 ,01 1275.38 9.16 .00 .20 -724.62 -1.61 ,00 -,07 -1590.30 -11.48 .00 -.32 -1591.30 -6.90 ,00 -,32 1796.54 9,79 ,00 ,40 843,17 1,85 .00 ,09 864.68 .59 .DO .og 863.6~ 1.04 .00 .09 -1136.32 -7,40 ,00 -,16 -294.15 -.12 ,00 -.01 295.15 1.92 .00 .06 HEAD LOSS PUMP HEAD MINOR LOSS VELOCITY HL/IO00 ,09 ,00 ,13 2,84 .87 1,71 ,34 .44 .03 3.95 5,75 ,91 ,24 3.62 3,05 -2,06 -1,07 -4.51 -4.59 -4,51 -4,60 5.10 5.76 2,39 1.42 2.45 1,49 2.45 1.48 -3,22 -2.41 -,83 -.20 1.88 1,46 JUNCTION NUMBER 1 2 3 4 5 6 7 8 9 DEMAND GRADE LINE ELEVATION PRESSURE ,00 669,79 528.00 61,44 .00 668.65 528,00 60°95 1.00 668,63 528.00 60.94 1,O0 658.62 528.00 56,60 .00 658.46 528.00 56.53 2000.00 649,10 531.00 51,18 1.00 650.77 528,00 63,20 1.00 662.57 528.00 $8.31 1.00 650,08 528.00 52.90 PAGE 4 oF 21 10 2000.00 648.95 528,00 52.41 11 1.00 656.51 528.00 55.69 12 1.00 656.64 528.00 55,74 THE NET SYSTEM DEMAND = 4007.00 SUMMARY OF INFLOWS(+) AND OUTFLOWS(-) FROM FIXED GRADE NODES PIPE NUMBER FLOWRATE I 4007.00 THE NET FLOW INTO THE SYSTEM FROM FIXED GRADE NODES = 4007.00 THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES = .00 A SUMMARY OF CONDITIONS SPECIFIED FOR THE NEXT SIMULATION FOLLOWS THE FOLLOWING SPECIFIC DEMAND CHANGES ARE MADE : JUNCTION NUMBER DEMAND 3 2000.00 12 100.00 9 100.00 8 200.00 10 2750.00 6 2750.00 THE RESULTS ARE OBTAINED AFTER 2 TRIALS WITH AN ACCURAOY : PIPE HYDRAULICS - BELTLINE AND AIRLINE ROAD - DALLAS, TEXAS STUDY #3 F[RE DEMAND W/ NEW 12" AND DOMESTIC FLOWS ADDITIONAL LOOP TO WRANGLER STREET W/12" .00231 PIPE NO. NODE NOS. 1 0 1 2 1 2 4 3 4 5 4 5 6 5 6 7 6 7 8 I 8 9 8 1 LINE 10 IS CLOSED 11 2 5 15 5 11 12 7 9 13 9 10 14 10 11 17 11 12 16 4 12 FLOWRATE 7903.00 .31 .00 .49 5437.32 4.90 .00 .23 2875.54 ,28 .00 .03 875,54 18,63 .00 ,48 439.11 .25 .00 .02 1767.74 16,76 .00 .3g -982.26 -2.82 .00 -.12 -2265.68 -22,12 .00 -.64 -2465.68 -15.52 .00 2561.78 18.88 .00 .82 1233.15 3.77 .00 ,19 1282.42 1.23 .00 .21 1182.42 1.86 .00 ,17 -1567.58 -13.42 .00 -.31 -335.43 -.15 .00 -,01 435.43 3,95 .00 ,12 HEAD LOSS PUMP HEAD MZNOR LOSS VELOCITY HL/1OO0 5.60 3.06 3.86 1.53 2,04 ,47 5.59 10.96 1.25 .42 5.01 5.59 -2.79 -1,88 -6.43 -8.85 -6.99 -10.35 1,21 11.11 3.50 2.87 3.64 3.08 3.35 2,65 -4,45 -4.47 -,95 -,26 2,78 3,01 '90-04-P4 1S:S0 TRAVTS ASSOC COHS EHGRS PAGE § OF 21 JUNCTION NUMBER DEMAND GRADE LiNE ELEVATION PRESSURE 1 .00 669.21 528.00 61.19 2 .00 664.08 528.00 58.97 3 2000.00 663.76 528.00 58.83 4 1.00 644.65 $28.00 50.55 5 .00 644.37 528.00 50.43 6 2750.00 627.22 531.00 41.69 ? 1.00 630.16 528.00 44.27 8 200.00 652.92 528.00 54.13 9 100.00 628.72 528.00 43.65 10 2750.00 626.69 528.00 42.77 11 1.00 640.42 528.00 48.71 12 100.00 640.58 528.00 48.79 THE NET SYSTEM DEMAND = 1903.00 SUMMARY OF INFLOWS(+) AND OUTFLOWS(-) FROM FIXED GRADE NODES PIPE NUMBER FLOWRATE t 7903.00 THE NET FLOW INTO THE SYSTEM FROM FIXED GRADE NODES = 7903.00 THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES = .00 A SUMMARY OF CONDITIONS SPECIFIED FOR THE NEXT SIMULATION FOLLOWS THE FOLLOWING CHANGES IN PIPE DATA ARE SPECIFIED PIPE NO. NODE NOS. LENGTH DIAMETER ROUGHNESS MINOR LOSS K 15 5 11 1313.0 16.0 150.0 1.00 11 2 5 1700.0 16.0 150.0 1.00 FIXED GRADE .00 .00 THE RESULTS ARE OBTAINED AFTER 3 TRIALS WITH AN ACCURACY = .0027Z PIPE HYDRAULICS - BELTLINE AND AIRLINE ROAD - DALLAS, TEXAS STUDY #4 F[RE DEMAND W/ NEW 16" NO DONEST[C FLOWS ADDITIONAL LOOP TO WRAflGLER ST. W/16" PIPE NO. NODE NOS. FLOWRATE HEAD LOSS PUMP HEAD MINOR LOSS VELOCITY HL/IO00 I 0 1 4007.00 .09 .00 .13 2 1 2 2641.34 1.29 .00 .05 3 2 3 370.87 .01 .00 .00 4 3 4 369.87 3.78 .00 .09 5 4 5 186.32 .05 .00 .00 6 5 6 1350.71 i0.18 .00 .23 7 6 7 -649.2§ -1.31 .00 -.05 2.84 1.87 .26 2.36 .53 3,83 -1.84 .87 .40 .01 2.22 .09 3.39 -.87 PAGE 6 OF 21 8 7 8 -1364,66 -8,65 ,00 -.23 g 8 1 -1365.66 -5.20 .00 -.23 LINE 10 IS CLOSED 11 2 5 2270.47 3.72 .00 .20 15 5 11 1106.09 ,76 .00 ,05 12 T 9 714.36 .42 .00 .06 13 9 10 713,36 ,73 ,00 ,06 14 10 11 -1286.64 -9.31 .00 -.21 17 11 12 -181,55 -,05 ,00 ,00 16 4 12 182.55 .79 .00 ,02 -3,87 -3.46 -3.87 -3.46 3.62 2,19 1,76 ,58 2.03 1.04 2,02 1,04 -3.65 -3.10 -,51 -,08 1.t7 ,60 JUNCTION NUMBER DEMAND GRADE LINE ELEVATION PRESSURE 1 ,00 669,79 528,00 61,44 2 .00 668.45 528.00 60.86 3 1,00 668,44 528,00 60,86 4 1.00 664.58 528.00 59.18 5 ,00 664,52 528.00 59,16 6 2000.00 654.11 531.00 53.35 7 1.00 655,47 528,00 55,24 8 1.00 664.36 528,00 59,09 9 1.00 654.99 528.00 55.03 t0 2000.00 654,20 528.00 54,69 11 1.00 663,72 528,00 58,81 12 1.00 663.77 528.00 58.83 THE NET SYSTEM DEMAND = 4007.00 SUMMARY OF INFLOWS(+) AND OUTFLOWS(-) FROM FIXED GRADE NODES PIPE NUMBER FLOWRATE 1 4007.00 THE NET FLOW INTO THE SYSTEM FROM FIXED GRADE NODES : 4007.00 THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES = ,00 SUMMARY OF CONDITIONS SPECIFIED FOR THE NEXT SIMULATION FOLLOWS THE FOLLOWING SPECIFIC DEMAND CHANGES ARE JUNCTION NUMBER DEMAND 3 2000,00 12 100.00 9 100,00 8 200.00 10 2750.00 6 2750.00 THE FOLLOWING CHANGES IN PIPE DATA ARE PIPE NO, NODE NOS, LENGTH DIAMETER MADE ' SPECIFIED ROUGHNESS MINOR LOSS K FIXED GRADE PAGE ? OF 21 11 2 5 1700.0 16.0 150.0 1.00 15 5 11 1313,0 16.0 150.0 1.00 .00 .00 THE RESULTS ARE OBTAINED AFTER 2 TRIALS WITH AN ACCURACY = .00280 PIPE HYDRAULICS ~ BELTLINE AND AIRLINE ROAD - DALLAS, TEXAS STUDY #4A FIRE DEMAND W/ NEW 16" BETWEEN AIRLINE & SOUTHWESTERN ADDITIONAL LOOP TO WRANGLER ST W/16" - DOMESTIC FLOWS PIPE NO, NODE NOS. FLOWRATE HEAD LOSS 1 0 1 7903.00 .31 2 1 2 5752,08 5,44 3 2 3 2518.64 4 3 4 518.64 7.06 5 4 5 247.57 .09 6 5 6 1868.58 18.58 7 6 7 -881.42 -2.31 8 7 8 -1950.92 -16.77 9 8 1 -2150.92 -12.05 LINE 10 IS CLOSED 11 2 5 3233.44 7.16 15 5 11 1612.43 1.52 12 7 9 1068.50 .88 13 9 10 968.50 1,28 14 10 11 -1781.50 -17.01 17 11 12 -170.08 -.04 16 4 12 270.08 1.63 PUMP HEAD MINOR LOSS VELOCITY HL/1000 .00 .49 5.60 3.06 .00 .26 4.08 1.70 .00 .02 1.79 .37 .00 .17 3.31 4.15 .00 .01 .70 .15 .00 .44 5.30 6.19 .00 -.10 -2.50 -1.54 .00 -.48 -5.53 -6.71 .00 -.58 -6.10 -8.04 .00 .41 5.16 4.21 · 00 .10 2,57 1.16 .00 .14 3.03 2.20 .00 .12 2.75 1.83 .00 -.40 -5.05 -5.67 .00 .00 -.4B -.07 .00 .05 1,12 1.24 JUNCTION NUMBER DEMAND GRADE LINE ELEVATION PRESSURE 1 .00 669.21 528.00 $1.19 2 .00 663.51 528.00 58.12 3 2000.00 663.27 528.00 58.61 4 1.00 656.03 528.00 55.48 5 .00 655.94 528.00 55.44 6 2150.00 636.92 531.00 45.90 7 1.00 639.33 528.00 48.24 8 200,00 656,57 528,00 55,72 9 100.00 638.31 528.00 47.80 10 2750.00 638.91 528.00 47,19 11 1,00 654,31 528,00 54,73 12 100.00 654.36 528.00 54.75 THE NET SYSTEM DEMAND : 7903.00 SUMMARY OF INFLOWS(+) AND OUTFLOWS(-) FROM FIXED GRADE NODES PIPE NUMBER FLOWRATE 1 7903.00 THE NET FLOW INTO THE SYSTEM FROM FIXED GRADE NODES = 7903.00 THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES = .00 A SUMMARY OF CONDITIONS SPECIFIED FOR THE NEXT SIMULATION LINE 10 IS OPEN THE FOLLOWING CHANGES IN PIPE DATA ARE SPECIFIED FOLLOWS PIPE NO. NODE NOS. LENGTH DIAMETER ROUGHNESS MINOR LOSS K ll 2 5 1700.0 16.0 150.0 1.00 t5 5 ll 1313.0 16.0 150.0 1.O0 FIXED GRADE .00 .00 THE RESULTS ARE OBTAINED AFTER 4 TRIALS WITH AN ACCURACY = ,00039 PIPE HYDRAULICS - BELTLINE AND AIRLINE ROAD - DALLAS, TEXAS STUDY #5 FIRE DEMAND W/ 2 NEW 16" BETWEEN AIRLINE & SOUTHWESTERN ADDITIONAL LOOP TO WRANGLER ST W/16" - NO DOMESTIC FLOWS PIPE NO. NODE NOS. FLOWRATE HEAD LOSS PUMP HEAD MINOR LOSS I 0 1 4001,00 .09 ,00 .13 2,84 2 1 2 1378.42 ,39 .OD ,01 .98 3 2 3 194.27 ,00 .00 .00 .14 4 3 4 193.27 1.14 ,00 .02 1,23 5 4 5 69.14 ,01 .00 ,00 .20 6 5 6 481.85 1.54 ,00 .03 1,38 7 6 7 445.49 ,65 .00 ,02 1.26 8 7 8 -669,95 -2.32 ,00 -.06 -1.90 9 8 1 -670.95 -1.39 .00 -.06 -1.90 10 1 6 1957,64 2,99 ,00 .15 3,12 11 2 6 1184,15 1.11 ,00 .06 1,89 15 5 11 765.43 ,38 .00 ,02 1.22 12 7 9 11t4.43 .95 .00 ,16 3.16 13 9 10 1113,43 1.66 ,00 .15 3,16 14 10 11 -886.57 -4.67 .00 -,10 -2.51 17 11 12 -122.13 -,02 .00 .00 -.35 16 4 t2 123.13 .38 ,00 .01 ,79 VELOCITY HL?IO00 .87 ,12 · O0 .67 ,01 .51 ,44 -.93 -,93 1.66 .66 ,29 2,38 2.37 -1,56 -,04 .29 JUNCTION NUMBER DEMAND GRADE LINE ELEVATION PRESSURE 1 ,00 659.79 528.00 51,44 2 .00 669.39 528,00 61.21 3 1,00 669.39 528.00 61,27 4 1.00 668.23 528.00 60.76 5 ,00 668.22 528.00 60,76 6 2000.00 666,64 531.00 58.78 7 1.00 665.97 528,00 59.79 8 1,00 668.34 528.00 60,81 9 1,00 664.86 528,00 59.31 10 2000,00 663.04 528.00 58,52 11 1.00 667,81 528,00 60.68 12 1,00 667.84 528,00 60.60 PAGE 9 OF 21 THE NET SYSTEM DEMAND : 4007.00 SUMMARY OF INFLOWS(+) AND OUTFLOWS(-) FROM FIXED GRADE NODES PIPE NUMBER FLOWRATE 1 4007.00 THE NET FLOW INTO THE SYSTEM FROM FIXED GRADE NODES = THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES = 4007.00 .00 A SUMMARY OF CONDITIONS SPECIFIED FOR THE NEXT SIMULATION FOLLOWS THE FOLLOWING SPECIFIC DEMAND CHANGES ARE MADE : JUNCTION NUMBER DEMAND 3 2000.00 12 100,00 9 100.00 8 200.00 6 2750.00 10 2750.00 THE FOLLOWING CHANGE8 IN P)PE DATA ARE SPECIFIED PIPE NO. NODE NOS. LENGTH DIAMETER ROUGHNESS MINOR LOSS K 11 2 5 1700.0 16,0 150.0 1.00 15 5 11 1313.0 16.0 150.0 1.00 FIXED GRADE ,00 .00 THE RESULTS ARE OBTAINED AFTER 3 TRIALS WITH AN ACCURACY = .00011 PIPE HYDRAULICS - BELTLINE AND AIRLINE ROAD - DALLAS, TEXAS STUDY #SA FIRE DEMAND W/ 2 NEW 16" BETWEEN AIRLINE AND SOUTHWESTERN ADDITIONAL LOOP TO WRANGLER ST W/16" AND DOMESTIC FLOWS PIPE NO. NODE NOS. FLOWRATE HEAD LOSS PUMP HEAD MINOR LOSS VELOCITY HL/IO00 1 0 1 7903.00 .31 .00 .49 5.60 2 1 2 3843.33 2,58 ,00 .12 2.73 3 2 3 2247.36 .18 .00 .02 1.59 4 3 4 247.36 1.79 .00 .04 1.58 5 4 5 62.75 .01 .00 .00 6 8 6 540.25 1.87 .00 ,04 1.53 7 6 7 714.46 1.57 ,00 ,06 2.03 8 7 8 -935.45 -4.30 .00 -.11 -2,65 9 8 1 -1135.45 -3,69 .00 -.16 -3.22 10 1 6 2924.21 6.29 .OD .34 4.67 11 2 5 1595.98 1.94 .00 .10 2.55 15 5 11 1118.49 .77 .00 .05 1.78 12 7 9 1648.91 1.96 .Ob .34 4,68 3.06 .81 · 30 1.05 .01 .62 1.04 -1,72 -2.46 3.50 1.14 4,91 13 14 17 9 10 11 4 10 11 12 12 1548,91 3.06 .00 ,30 4.39 4,37 -1201.09 -8,19 ,00 -.18 -3,41 -2,73 -83.60 -,01 .00 ,00 -,24 -,02 183,60 .80 .00 .02 1.17 ,61 JUNCTION 1 2 3 4 $ 6 1 1 1 THE NET SUMMARY PIPE NUMBER DEMAND GRADE LINE ELEVATION .00 669.21 528.00 ,00 666,51 528.00 2000.00 666.32 528.00 1,00 664,48 528.00 .00 664,48 528,00 2750.00 662.57 531,00 1,00 660.95 528.00 200.00 665,35 528,00 100.00 658.64 528.00 2750.00 655,28 528.00 1.00 663.65 528.00 100.00 663.67 528,00 SYSTEM DEMANO= 7903.00 PRESSURE 61.19 60.02 59.94 59.14 59,14 57,02 57.61 59.52 56,61 55.15 58.78 58,79 OF INFLOWS(+) AND OUTFLOWS(-) FROM FIXED GRADE NODES NUMBER FLOWRATE 1 7903.00 THE NET FLOW INTO THE SYSTEM FROM FIXED GRADE NODES = 7903.00 THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES = .00 A SUMMARY OF CONDITIONS SPECIFIED FOR THE NEXT SIMULATION FOLLOWS THE FOLLOWING SPECIFIC DEMAND CHANGES ARE MADE JUNCTION NUMBER DEMAND 3 2000.00 12 100,00 9 100.00 8 200.00 6 2750.00 10 2750,00 LINE 10 IS CLOSED THE RESULTS ARE OBTAINED AFTER 3 TRIALS WITH AN ACCURACY = ,00070 PIPE HYDRAULICS - BELTLINE AND AIRLINE ROAD - DALLAS, STUDY #6 FIRE DEMAND W/ NEW 12" AND DOMESTIC FLOWS ADDITIONAL LOOP TO WRANGLER ST W/12" TEXAS PIPE NO. NODE NOS. FLOWRATE HEAD LOGS PUMP HEAD MINOR LOSS VELOCITY HL/IO00 PAGE 11 OF 21 1 2 3 4 5 6 7 8 9 LINE 10 11 15 12 13 14 17 16 0 1 7903.00 .31 .00 .49 1 2 5752.09 5,44 .00 .26 2 3 2518.62 °22 .00 ,02 3 4 518.62 7.06 .00 .17 4 5 241.55 .09 ,00 ,01 5 6 1868.58 18.58 .00 .44 6 7 -881.42 -2.31 ,00 -.10 1 8 -1950.91 -16.77 .00 -.48 8 1 -2150.91 -12,05 ,00 -.58 IS CLOSED 2 5 3233.47 7,16 .00 ,41 5 11 1612,43 1.52 ,00 ,10 I 9 1068.49 .88 .00 .14 9 10 968.49 1.28 .00 .12 10 11 -1781.51 -17.01 .00 -,40 11 12 -170.07 -.04 .00 ,00 4 12 270.07 1.63 .00 .05 JUNCTION NUMBER DEMAND GRADE LINE ELEVATION PRESSURE 1 .00 669.21 528.00 61.19 2 .00 663.51 528.00 58.72 3 2000.00 663,27 528.00 58.61 4 1.00 656.03 528,00 55,48 5 .00 655,94 528.00 55.44 6 2750.00 636.92 531.00 45.90 7 1.00 639.33 528.00 48,24 8 200.00 656.57 52B,00 55.72 9 100.00 638.31 528,00 47.80 10 2750.00 636.91 528.00 47.19 11 1.00 654.31 528.00 54,73 12 100.00 654.36 528.00 54.15 THE NET SYSTEH DEMAND = 7903.00 SUMMARY OF INFLOWS(+) AND OUTFLOWS(-) FROM FIXED GRADE NODES PIPE NUMBER FLOWRATE I 7903.00 THE NET FLOW INTO THE SYSTEM FROM FIXED GRADE NODES = 7903.00 THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES : ,00 5,60 3.06 4.08 1.70 1.79 .37 3.31 4.15 .70 .15 5.30 6.19 -2,50 -1.54 -5.53 -6.71 -6.10 -8.04 5,16 4.21 2.57 1.16 3.03 2.20 2.75 1.83 -5.05 -5.67 -,4B -.07 1,72 1.24 A SUMMARY OF CONDITIONS SPECIFIED FOR THE NEXT SIMULATION FOLLOWS THE FOLLOWING SPECIFIC DEMAND CHANGES JUNCTION NUMBER DEMAND 3 2000.00 12 100.00 9 100,00 8 200.00 ARE MADE : PAGE 12 OF 21 THE 6 2750.00 10 2750.00 FOLLOW[NG CHANGES [N PIPE DATA ARE SPECIFIED PIPE NO. NODE NOS. LENGTH DIAMETER ROUGHNESS MINOR LOSS 11 2 5 1700,0 16.0 150.0 1.00 15 5 11 1313.0 16.0 150.0 1,00 K FIXED GRADE .00 .00 THE RESULTS ARE OBTAINED AFTER 1 TRIALS WITH AN ACCURACY : PIPE HYDRAULICS - BELTLINE AND AIRLINE ROAD - DALLAS, TEXAS STUDY #7 FIRE DEMAND W/ NEW 16" AND DOMESTIC FLOWS ADDITIONAL LOOP TO WRANGLER ST W/ 16" PIPE NO, NODE NOS. FLOWRATE HEAD LOSS PUMP HEAD 1 0 1 7903,00 .31 .00 2 1 2 5752.09 5,44 ,00 3 2 3 2518,62 .22 .00 4 3 4 518.62 7,06 .00 5 4 5 247.55 .09 .00 6 5 6 1868,58 18.58 .00 ? 6 7 -881.42 -2.31 ,00 8 7 8 -1950.91 -16,77 .00 9 8 1 -2150,91 -12.05 .00 L]NE 10 IS CLOSED 11 2 5 3233.47 7.16 .00 15 5 11 1612.43 1.52 .00 12 7 9 1068.49 .88 ,00 13 9 10 968.49 1,28 .00 14 10 11 -1781,51 -17.01 ,00 17 11 12 -170.07 -,04 .00 16 4 12 270.07 1.63 .00 .00000 MINOR LOSS VELOCXTY HL/IO00 ,49 5.60~ 3,06 .26 4,08 1.70 ,02 1.79 ,37 ,17 3,31 4.15 .01 ,70 .15 ,44 5.30 6,19 -.10 -2,50 -1.54 -,48 -5.53 -6,71 -.58 -6,10 -8.04 .41 5,16 4.21 ,10 2.57 1,16 .14 3,03 2.20 .12 2.75 1,83 -.40 -5,05 -5,67 .00 -.48 -.07 ,05 1.72 1.24 JUNCTION NUMBER DEMAND GRADE LINE ELEVATION 1 .00 669.21 628.00 2 .00 663.51 528,00 3 2000.00 663,27 528.00 4 1.00 656.03 528,00 5 ,00 655.94 528.00 6 2750.00 636.92 531.00 7 1.00 639.33 528.00 8 200.00 656,57 528.00 9 100,00 638.31 528,00 10 2750.00 636,91 528.00 11 1.00 654,31 528.00 12 100,00 654.36 528,00 THE NET SYSTEH DEMAND : 7903.00 SUMMARY OF INFLOWS(+) AND OUTFLOWS(-) FROM PRESSURE 61.19 58.72 58.61 55.48 55,44 45.90 48,24 55.72 47,80 47,19 54.73 54.75 FIXED GRADE NODES PAGE 13 OF 21 PIPE NUMBER FLOWRATE I 7903.00 THE NET FLOW INTO THE SYSTEM FROM FIXED GRADE NODES = 7903,00 THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES : .00 A SUMMARY OF CONDITIONS SPECIFIED FOR THE NEXT SIMULATION FOLLOWS THE FOLLOWING SPECIFIC DEMAND CHANGES ARE MADE - JUNCTION NUMBER DEMAND 3 2000,00 12 100.00 9 100.00 10 2750.00 8 200,00 6 2750.00 LINE 10 IS OPEN THE FOLLOWING CHANGES IN PIPE DATA ARE SPECIFIED PIPE NO. NODE NOS. LENGTH DIAMETER ROUGHNESS MINOR LOSS K 11 2 5 1700,0 16.0 150,0 1,00 15 5 11 1313,0 12.0 150,0 1,00 FIXED GRADE .00 .00 THE RESULTS ARE OBTAINED AFTER 4 TRIALS WITH AN[ACCURACY = PIPE HYDRAULICS - BELTLINE ANO AIRLINE ROAD - DALLAS, TEXAS STUDY #8 FIRE DEMAND W/ NEW 16" AND DOMESTIC FLOWS ADDITIONAL LOOP TO WRANGLER ST - W/NEW 12" .00006 PIPE NO, NODE NOS, FLOWRATE HEAD LOSS PUNP HEAD NINOR LOSS VELOCITY HL/IO00 1 0 1 7903,00 ,31 .00 .49 2 I 2 3810.97 2.54 .OD ,11 3 2 3 2243,71 ,18 ,00 .02 4 3 4 243.71 1.74 .OD ,04 5 4 5 -73,39 -,01 ,OD ,00 6 5 6 566.72 2.04 .0~3 .04 7 6 7 756,76 1,74 ,OD ,07 8 ? 8 -951.99 -4.44 .0~ -,11 9 8 1 -1151,99 -3,79 .00 -.17 10 1 6 2940.04 6.36 .QO ,34 11 2 5 1561.25 1,87 ,QO ,10 15 5 11 927.14 2.22 .00 .11 12 7 9 1707.75 2.10 .00 ,36 13 9 10 1601,75 3,28 ,O0 .32 14 10 11 -1142.25 -7.47 .00 -.16 17 11 12 -216.11 -.01 ,00 -,01 5.60 2,70 1 1,56 -.21 1,61 2.15 -2,70 -3.27 4,69 2.50 2,63 4,84 4.56 -3.24 3.06 ,79 .30 1,03 -.02 ,68 1.16 -1,78 -2.53 3,53 1.10 1,69 5,24 4.69 -2,49 -.11 PAGE 14 OF 21 16 4 12 316,11 2,18 ,00 ,06 2.02 1,66 JUNCTION NUMBER DEMAND GRADE LINE ELEVATION PRESSURE 1 ,00 669,21 528.00 61,19 2 .00 666.56 528.00 60,04 3 2000.00 666.36 528,00 59.96 4 1.00 664.58 528.00 59.18 5 .00 664.59 528,00 5g.19 6 2750,00 662.51 531,00 56.99 7 1.00 660.69 528,00 57.50 8 200.00 665.25 528.00 59.47 9 100,00 658,23 528.00 56.43 10 2750,00 654.63 528.00 54.87 tl 1.00 662.26 528.00 58,18 !2 100.00 662.33 528.00 58.21 THE NET SYSTEM DEMAND = 7903.00 SUMMARY OF INFLOWS(+) AND OUTFLOWS(-) FROH FIXED GRADE NODES PIPE NUMBER FLOWRATE 1 7g05.00 THE NET FLOW INTO THE SYSTEM FROM FIXED GRADE NODES = 7903.00 THE NET FLOW OUT OF THE SYSTEM iNTO FIXED GRADE NODES = .00 A SUMMARY OF CONDITIONS SPECIFIED FOR THE NEXT SIMULATION FOLLOWS THE FOLLOWINO SPECIFIC DEMAND CHANGES ARE MADE JUNCTION NUMBER DEMAND 3 2000.00 12 1OO.O0 9 100.00 10 2750.00 8 200.00 6 2750.00 LINE 10 IS CLOSED THE FOLLOWING CHANGES IN PIPE DATA ARE SPECIFIED PIPE NO. NODE NOS. LENGTH DIAMETER ROUGHNESS MINOR LOSS K 11 2 5 1700.0 12,0 150.0 1.00 15 6 11 1313.0 16,O 150.0 1,00 FIXED GRADE .00 .00 THE RESULT6 ARE OBTAINED AFTER 4 TRIALS WITH AN ACCURACY = PIPE HYDRAULICS - BELTLINE AND AIRLINE ROAD - DALLAS, TEXAS STUDY #9 FIRE DEMAND W/ NEW 12" AND DOMESTIC FLOWS .00005 PAGE 15 OF 21 ADDITIONAL LOOP TO WRANGLER ST - W/NEW 16" PIPE NO. NODE NOS. FLOWRATE HEAD LOSS 1 0 1 7903.00 .31 2 1 2 5461.16 4.94 3 2 3 2877.83 ,28 4 3 4 877.83 18.72 5 4 5 596.88 ,45 6 5 6 1721,57 15,96 7 6 7 -1028.43 -3.07 8 I 8 -2241,84 -21.69 9 8 1 -2441.84 -15.25 LINE 10 IS CLOSED 11 2 5 2583.32 I9,18 15 5 11 1458.64 1.27 12 7 9 1212.41 1.11 13 9 10 1112,41 1,66 14 10 11 -1637.59 -14.55 17 11 12 -179.95 -,05 16 4 12 279.95 t,74 PUMP HEAD .00 .DO .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 MINOR LOSS VELOCITY HL/IO00 .49 5.60 3.06 · 23 3.81 1.54 ,03 2.04 ,47 .49 5.60 11.01 ,04 1,69 ,?5 ,37 4,88 5,32 -,13 -2.92 -2,05 -,63 -6.36 -8.68 -.74 -6,93 -10,16 .83 1.33 11,28 .08 2.33 .96 .18 3.44 2.78 .15 3.16 2.37 -.34 -4.65 -4,85 ,00 -,51 -,08 .05 1.79 1.33 JUNCTION NUMBER DEMAND GRADE LINE ELEVATION I ,00 669,21 528,00 2 .00 664.03 528.00 3 2000.00 663,72 528,00 4 1.00 644,51 528,00 5 .00 644.02 528.00 6 2750,00 627,69 531,00 7 1.00 630.90 528.00 8 200,00 663,21 528,00 g 100,00 62g,60- 528.00 10 2750.00 627.79 528.00 11 1.00 642.67 528.00 12 100.00 642,72 528.00 PRESSURE 61,19 58.95 58,81 50.49 50,28 41.90 44.59 54,26 44.03 43.24 49,69 49.71 THE NET SYSTEM DEMAND : 7903,00 SUMMARY OF INFLOWS(+) AND OUTFLOWS(-) FROM FIXED GRADE NODES PIPE NUMBER FLOWRATE 1 7903,00 THE NET FLOW INTO THE SYSTEM FROM FIXED GRAOE NODES = 7903.00 THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES = .00 A SUMMARY OF CONDITIONS SPECIFIED FOR THE NEXT THE FOLLOWING SPECIFIC DEMAND CHANGES ARE MADE JUNCTION NUMBER DEMAND SIMULATION FOLLOWS PAGE 16 OF 21 THE 3 2000.00 12 100.00 g 100.00 10 2760.00 8 200.00 6 2750.00 FOLLOWING CHANGES IN PIPE DATA ARE SPECIFIED PIPE ilO. NODE NOS. LENGTH DIAMETER ROUGHNESS MINOR LOSS 11 2 5 1700.0 10.0 150.0 1.00 15 5 11 1313.0 10,0 150.0 1.00 K FIXED GRADE ,00 .00 THE RESULTS ARE OBTAINED AFTER 3 TRIALS WITH AN ACCURACY = PIPE HYDRAULICS - BELTLINE AND AIRLINE ROAD - DALLAS, TEXAS STUDY #10 FIRE DEMAND W/ NEW 10" AND DOMESTIC FLOWS ADDITIONAL LOOP TO WRANGLER ST - W/NEW 10" ,00004 PIPE NO. NODE NOS. FLOWRATE HEAD LOSS 1 0 1 7903.00 .31 2 1 2 5162.54 4.45 3 2 3 3122.85 .33 4 3 4 1122,85 29,53 5 4 5 584,22 .43 6 5 6 1679.38 15.24 7 6 7 -1070.62 -3.31 8 7 8 -2540,47 -27,34 9 8 1 -2740.47 -18.88 LINE 10 IS CLOSED 11 2 5 2039.69 30.09 15 5 11 944,53 5,58 12 ? 9 1468.84 t.59 13 9 10 1368,84 2.44 14 10 11 -1381.16 -10.61 17 11 12 -437.63 -.25 16 4 12 531,63 5,83 PUMP HEAD MINOR LOSS VELOG[TY HL/IO00 ,00 .49 5.60 3.06 .00 .21 3.66 1,39 .00 ,04 2,21 ,55 .00 ,80 7,17 17.37 .00 .04 1.66 .72 ,00 ,35 4,76 5,08 .00 -.14 -3.04 -2,21 ,00 -,81 -7,21 -10.94 .00 -.94 -7.77 -12,59 .00 1.08 8.33 17,70 .00 ,23 3,85 4,25 .00 .2T 4.17 3.97 ,00 ,23 3,88 3.48 .00 -.24 -3.92 -3.54 .00 -.02 -1,24 -,42 ,00 ,18 3,43 4,44 JUNCTION NUMBER DEMAND GRADE LINE 1 .00 669,21 2 .00 664.55 3 2000.00 664.18 4 1.00 633.86 5 ,00 633,38 6 2750.00 617,78 ? 1.00 621.24 8 200,00 649.39 9 100.00 619.38 10 2750.00 616.71 11 1,00 627,57 t2 100.00 627.84 ELEVATION PRESSURE 528,00 61,19 528.00 59.17 528.00 59.01 528.00 45.87 528,00 45,67 531,00 37,61 528.00 40.40 528,0Q 52,60 528.00 39,60 528.00 38.44 528.00 43,14 528.00 43.26 PAGE 17 OF 21 THE NET SYSTEM DEMAND = 7903,00 SUMMARY OF INFLOWS(+) AND OUTFLOWS(-) FROM FIXED GRADE NODES PIPE NUMBER FLOWRATE 1 7903.00 THE NET FLOW IflTO THE SYSTEM FROM FIXED GRADE NODES = THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES = 7903.00 ,00 A SUMMARY OF CONDITIONS SPECIFIED FOR THE NEXT $[MULAT[ON FOLLOWS THE FOLLOWING SPECIFIC DEMAND CHANGES ARE MADE : JUNCTION NUMBER DEMAND 3 2000.00 12 100,00 9 100.00 10 2750.00 8 200,00 6 2750.00 THE FOLLOWING CHANGES IN P[PE DATA ARE SPECIFIED PIPE NO. NODE NOS. LENGTH DIAMETER ROUGHNESS MINOR LOSS K 11 2 5 1700.0 12.0 150,0 1.00 15 5 11 1313,0 12.0 150.0 1.00 FIXED GRADE .00 .00 THE RESULTS ARE OBTAINED AFTER 2 TRIALS WITH AN ACCURACY = PIPE HYDRAULICS - BELTLINE AND AIRLINE ROAD - DALLAS, TEXAS STUDY #11 FIRE DEMAND W/ NEW 12" AND DOMESTIC FLOWS ADDITIONAL LOOP TO WRANGLER ST - W/NEW 12" .00290 PIPE NO. NODE NOS, 1 0 1 2 1 2 3 2 3 4 3 4 5 4 5 6 5 6 I 6 7 8 7 8 9 8 1 LINE 10 ZS CLOSED 11 2 5 15 5 11 12 7 9 FLOWRATE 7903,00 .31 ,00 .49 5437.33 4.90 .00 ,23 2875,51 .28 .00 ,03 875.57 18,63 .00 .48 439.15 .25 .00 ,02 1767.74 16,76 .00 .39 -982,26 -2.82 ,00 -.12 -2265,67 -22.12 .00 -,64 -2465.67 -15.52 ,00 2561.76 18,88 .00 .82 1233.17 3.77 ,00 ,19 1282.41 1,23 .00 .21 HEAD LOSS PUMP HEAD MINOR LOSS VELOCITY HL/IO00 5.50 3,06 3,86 1.53 2.04 .47 5,59 10.96 1.25 .42 5,01 5.59 -2.79 -1,88 -6.43 -8.85 -6,99 -10,35 7.27 11.11 3.50 2.87 3,64 3,08 PAGE 18 OF 21 13 14 17 16 9 10 11 4 10 11 12 12 1182,41 1.86 .00 ,17 3,35 2.65 -1567.59 -13,42 ,00 -.31 -4.45 -4,47 -335,42 -.15 .00 -,01 -.95 -.26 435.42 3.95 ,00 ,12 2.78 3,01 JUNCTION 1 2 3 4 THE NET SUMMARY PIPE 5 7 8 9 10 11 12 NUMBER DEMAND GRADE LINE ELEVATION PRESSURE .00 66g.21 528.00 61,19 .00 664.08 528.00 58.97 2000.00 663.76 528.00 58,83 1.00 644.65 528,00 50.55 · 00 644.37 528,00 S0,43 2750,00 627,22 531.00 41.69 1.00 630.16 528.00 44.27 200,00 . 652,92 528.00 54.13 100.00 628.72 528,00 43.65 2750,00 626,69 528.00 42.77 1.00 640.42 528,00 48.71 100.00 640,58 528,00 48.79 SYSTEM DEMAND = 7903.00 OF INFLOWS(+) AND OUTFLOWS(-) FROM FIXED GRADE NODES NUMBER FLOWRATE 1 7903.00 THE NET FLOW INTO THE SYSTEM FROM FIXED GRADE NODES : 7903,00 THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES = ,00 A SUMMARY OF CONDITIONS SPECIFIED FOR THE NEXT SIMULATION FOLLOWS THE FOLLOWING SPECIFIC DEMAND CHANGES ARE JUNCTION NUMBER DEMAND 3 .00 12 .00 9 .00 10 2000.00 8 .00 6 2000.00 MADE ' THE FOLLOWING CHANGES IN PIPE DATA ARE SPECIFIED PIPE NO. NODE NOS. LENGTH DIAMETER ROUGHNESS MINOR LOSS K 11 2 5 1700.0 12.0 150.0 1.00 15 5 11 1313.0 12.0 150.0 1.00 THE RESULTS ARE OBTAINED AFTER 2 TRIALS WITH AN ACCURACY FIXED .00270 GRADE .00 .00 PAGE 19 OF 2t PIPE HYDRAULIC~ - BELTLINE AND AIRLINE ROAD - DALLAS, TEXAS STUDY #12 FIRE DEMAND ONLY W/ NEW 12" ADDITIONAL LOOP TO WRANGLER ST - W/NEW 12" PIPE NO. NODE NOS. FLOWRATE 1 0 1 4003.00 2 1 2 2413.19 3 2 3 617.76 4 3 4 617.76 5 4 5 321,95 6 5 6 1275.07 7 6 7 -724,93 8 7 8 -1589.81 9 8 I -1589,81 LINE 10 IS CLOSED 11 2 5 1795,42 15 5 11 842.31 12 7 9 863.88 13 9 10 863.88 14 10 11 -1136,12 17 11 12 -294.81 16 4 12 294.81 HEAD LOSS PUMP .09 ,00 ,13 1.09 .00 .05 ,02 ,00 .00 9.76 .00 ,24 .14 .00 .01 9.15 ,00 .20 -1.61 .00 -,07 -11,48 .00 -.32 -6.89 ,00 -,32 HEAD MINOR LOSS VELOCITY HL/IO00 2,84 .87 1.71 ,34 .44 ,03 3.94 5.74 ,91 ,24 3.62 3,05 ~2.06 -1.07 -4.51 -4,59 -4.51 -4.59 9,78 1.86 ,59 1.04 -1.39 -,12 1.92 .00 ,40 5,09 5.75 O0 .09 2.39 1,42 O0 .09 2.45 1.48 O0 .09 2,45 1.48 O0 -,16 -3.22 -2,46 O0 -.01 -.84 O0 .05 1.88 1.46 JUNCTION NUMBER DEMAND GRADE LINE ELEVATION PRESSURE 1 .00 669.79 528.00 61.44 2 ,00 668.65 528.00 60,95 3 .00 668.64 §28,00 60.94 4 1.00 658,63 528.00 56.61 5 .00 658,47 528,00 56.54 6 2000.00 649.12 531.00 51,18 7 1.00 650,79 528.00 53.21 B .00 662.59 528,00 58,32 9 .00 650.11 528.00 52,91 10 2000.D0 648,97 528,00 52.42 11 1.00 656.53 528.00 55.70 12 .00 656.66 528.00 55.75 THE NET SYSTEM DEMAND = 4003,00 SUMMARY OF INFLOWS(+) AND OUTFLOWS(-) FROM FIXED GRADE NODES PIPE NUMBER FLOWRATE 1 4003.00 THE NET FLOW INTO THE SYSTEM FROM FIXED GRADE NODES = 4003.00 THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES = .00 A SUMMARY OF CONDITIONS SPECIFIED FOR THE NEXT SIMULATION FOLLOWS PAGE 20 OF 21 THE FOLLOWING SPECIFIC DEMAND CHANGES ARE JUNCTION NUMBER DEMAND 3 .00 12 ,00 9 .00 10 2000.00 8 .00 6 2000.00 THE FOLLOWING CHANGES IN PIPE DATA ARE MADE · SPECIFIED PIPE NO. NODE NOS. LENGTH OZAMETER 11 2 5 1700.0 10.0 15 5 11 1313.0 t0.0 ROUGHNESS HINOR LOGS K 150.0 1,00 150.0 1,00 FIXED GRADE ,00 .00 THE RESULTS ARE OBTAINED AFTER PIPE HYDRAULICS - BELTLINE AND STUDY #12 FIRE DEMAND ONLY W/ ADDITIONAL LOOP TO WRANGLER ST PIPE NO. NODE NOS. FLOWRATE 1 0 1 4003.00 2 1 2 2217.72 3 2 3 189.78 4 3 4 789.78 5 4 5 424.83 6 5 6 1209.49 7 6 7 -190,51 8 7 8 -1785.28 9 8 1 -1785.28 LINE 10 IS CLOSED 11 2 5 1427.94 15 5 11 643.27 12 7 9 993.77 13 9 10 993.77 14 10 11 -1006.23 17 11 12 -363.96 16 4 12 363.96 JUNCTION NUMBER DEMAND 1 .00 2 ,00 3 .00 4 1.00 5 .00 6 2000.00 7 1,00 8 ,00 g .00 10 2000,00 3 TRIALS WITH AN ACCURACY : AIRLINE ROAD NEW 10" - W/NEW 10" - DALLAS, TEXAS ,00001 HEAD LOSS .09 .93 .03 15,39 .24 8.30 -1.89 -14.23 -8.54 15.55 2.74 1.35 -5.90 -.18 2.83 PUMP HEAD .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 MINOR LOSS VELOCITY HL/IOOO .13 2.84 .87 .04 1,57 .29 .00 .56 .04 .39 5,04 9.05 .02 1.21 .40 .18 3,43 2.77 -.08 -2.24 -1.26 -,40 -5.06 -5,69 -.40 -5,06 -5.69 .53 5.83 9.14 ,11 2.63 2,09 .12 2,82 1.92 .12 2.82 1,92 -,13 -2.85 -1.97 -.02 -1.03 -,30 .08 2.32 2.16 GRADE LINE 669.79 668.82 668.79 653.01 652.75 644.26 646.23 660.85 645.33 643.87 ELEVATZON 528,00 528,00 528.00 528.00 528.00 531.00 528,00 528.00 528.00 528.00 PRESSURE 61.44 61,02 61.01 54,17 54,06 49.08 51.23 57,57 50,85 50.21 11 1,00 649,90 528.00 52.82 12 .00 650.09 528.00 52.91 THE NET SYSTEM DEMAND = 4003.00 $UNHARY OF INFLOWS(+) AND OUTFLOWS(-) FROM F~XED GRAOE NODES PIPE NUMBER FLOWRATE 1 4003.00 THE NET FLOW INTO THE SYSTEM FROM FIXED GRADE NODES = 4003.00 THE NET FLOW OUT OF THE SYSTEM iNTO FIXED GRADE NODES = ,00