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Park West CC(1)-SY 910415WATER STUDY PdRt( ~YEST COMI~RCE CENTER CDPPELL, TEXAS ;?ATER TOVER ;~ORKING LEVEL ELEV 670.00 12' 12' '0 SOUTHWESTERN DRIVE 24' AIRLINE DRIVE FF 531 12' 2000 GPM 12' PIPE 12' 0 PLAN PARK WEST COMMERCE CENTER ~ i I I L_ I I I L_ I I :t___. I I t ~ ~__ 12' VATER Tn~ER WDRKIN6 LEVEL ELEV 670.00 12' 12' 2000 GPH FF 5~I SOUTRwtSTERN DRIVE AIRLINE DRIVE STATIC PRESSURE 61,44 PSI RESIDUAL PRESSURE 37.82 PSI 2000 GPM 12' PIPE WATER STUDY NO, 1 PARK WEST COMMERCE CENTER WATER TOWER WORKING LEVEL ELEV G70,O0 SOUTH~FESTERN DRIVE N AIRLINE DRIVE 18' 18' '0 18' 2000 GPM FF 531 STATIC PRESSURE 61.44 PSI RESIDUAL PRESSURE 5118 PSI 8000 GPM SJATER STUDY NO, 2 18' PIPE 18' PARK WEST COMMERCE CENTER 200 GPM 12' WATER TOVER VQRKIN6 LEVEL ELEV 670.00 [] DRIVE [] AIRLINE DRIVE ~2. ~ ~2, I~ ' []~2.® 2750 GPM FF 531 \sRESIDUAL PRESSURE 41,69 PSI 2750 GPH 12' 2000 GPM N 100 GPM 100 GPM ~ATER STUDY ND, 3 PARK WEST COMMERCE CENTER DATE, ! JULY 1990 I pLnT ]=60 I C01%/S03 I SHEET 3 DF 15 12' '0 2000 GPM FF 5~1 AIRLINE DRIVE ~TATIC PRESSURE 61.44 PSI PRESSURE 53,35 PSI 12' 2000 GPM 12' PIPE ~/ATER STUDY ND, 4 12' PARK WEST COMMERCE CENTER 2OO WATER TI3~ER ~I~ GPM ;~ORKINS LEVEL ~ NODE 16' 2750 GPM (~ FF 531 STATIC PRESSURE 61.19 PSI PIPE ~RESIDUAL PRESSURE 45.90 PSI Il5 2750 GPM 1G" ( 100 GPM 2000 GPM @ 100 GPM 0 r~ N WATER STUDY NO, 4A PARK WEST COMMERCE CENTER DATE, 1 JULY 1990 I PLOT 1--60 { C019;/S05 { SHEET 5 OF 15 12' WATER TritER ~VORKING LEVEL ELEV G70.O0 SOUTHWESTERN DRIVE 16' 12' AIRLINE DRIVE 12' 2000 GPM FF 531 STATIC PRESSURE $L44 PSI RESIDUAL PRESSURE 58.78 PSI 2000 GPM 12' '0 12' PIPE ~-~ 16' .... © N WATER ,STUDY NO, 5 PARK WEST COMMERCE CENTER 200 GPM 12' 0 pr., rATER TDWER WORKING LEVEL ELEV 670,00 SOUTHWESTERN DRIVE J 100 GPM 12' 16' 2750 GPM FF 531 STATIC PRESSURE 61.19 PSI RESIDUAL PRESSURE 57.02 PSI 275i GPM AIRLINE DRIVE 12' 16' 100 2000 GPM N @ iPM WATER STUDY Nil, 5A PARK WEST COMMERCE CENTER DATE, 1 JULY 1990 PLDT 1=60 C019WS07 SHEET 7 DF 15 200 GPM WATER TOWER VORKINO LEVEL ELEV 670.00 ~TERN 24' DRIVE 16' AIRLINE DRIVE 2000 GPM N 12' 12' 100 GPM 2750 GPM FF 531 STATIC PRESSURE 61,19 PSI RESIDUAL PRESSURE 45.90 PSI 12' 2750 GPM 12' PARK WEST COMMERCE CENTER' PLOT 1=60 I COlgWSOB I SHEET e DF 15 PIPE 16' I00 GPM WATER STUDY NE], 6 ~00 GPM WATER TOWER WORKING LEVEL ELEV 670,00 DRI'V~ 2000 GPM NODE 12' 12' 2750 GPM FF 531 AIRLINE DRIVE STATIC PRESSURE 61,19 PSI RESIDUAL PRESSURE 45.90 PSI 2750 GPM 100 GPM PIPE~ 12' @ 100 GPM N WATER STUDY ND, 7 PARK WEST COMMERCE CENTER DATEi I JULY 1990 PLOT 1=60 C019~7S09 SHEET 9 DF 15 200 GPM 12' WATER TOWER WORKING LEVEL ELEV 670.00 SOUTHWESTERN DRIVE 24, (~) 2000 GPM AIRLINE DRIVE N 12' 12' 2750 GPM FF 531 STATIC PRESSURE 61,19 PSI RESIDUAL PRESSURE 56.99 PSI 2750 GPM PIPE 18' 100 GPM 18' 100 GPM WATER STUDY ND, 8 PARK WEST COMMERCE CENTER DATE, I JULY 1990 PLOT 1=60 CO19WSIO SHEET 10 OF 15 WATER TOWER ~ 200 GPM WORKING LEVEL ~ ~ ELEV 670.00 .?L~ L ~ N~ 12' AIRLINE DRIVE ~ ,2. ® [],2-® 2750 GPH FF 531 RESIDUAL PRE~SURE 41,90 8750 GPN 16' ~ ~ 1~.~ ( 100 GPM 2000 GPM N 100 iPM WATER STUDY NB. 9 PARK WEST COMMERCE CENTER O0 WATER TDWER 8 GPM WORKING LEVEL . ~,~ AIRLINE DRIVE 2750 GPM FF 531 STATIC PRESSURE ~'lj.~ PSI PIPE I15 ~RESII]UAL PRESSURE 37.61 PSI 1~' 2750 GPM 10" ~ ~ ~ 1~.~ 100 GPM N 0 100 GPM WATER STUDY ND, 10 PARK WEST COMMERCE CENTER DATE, I JULY 1990 PLDT 1:60 C019;,/S12 SHEET 12 DF 15 200 GPN ;~ATER TOWER VDRKING LEVEL ELEV 670.00 F2~~ERN DRIVE 24' AIRLINE DRIVE 2000 GPM N [] 12' 12' 2750 GPM FF 531 fSTATIC PRESSURE Gl,19 PSI ESIDUAL PRESSURE 41,69 PSI 2750 GPM I00' GPM ~/ATER STUDY NO, 11 12' PIPE 12' 12' ~-~ ia' Q 100 GPM PARK WEST COMMERCE CENTER DATE~ 1 JULY 1990 PLOT 1=60 C019WS13 SHEET 13 0F 15 ~]~ERN DRIVE WATER 12' '0 GPM FF 531 STATIC PRESSURE 61.44 PSI E$IDUAL PRESSURE 51.18 PSI 8000. GPM AIRLINE DRIVE 12' PIPE ~5~ 12' STUDY NO, 12 PARK WEST COMMERCE CENTER ~/ATER TOV£R 0 ~E]RKING LEVEL AIRUNE D~I~ 2000 GPM KF 12' 2000 GPM 10' CD ~ATER STUDY NO, 12A N @ PARK WEST COMMERCE CENTER 20{ WATER TOWER 0 GPM WORKING LEVELT ELEV 67o,oo _J_[Z] .] L NO3E i~1~HWESTERN 24# AIRLINE DRIVE STATIC URE 61J7 PSI RESIBUAL 50.9B PSI ~] (ELEV .-~ · 2000 GPM DRI?~ 12" [5~ (4~ 100 GPM @ WATER 0 C~ 0 16x < 0 L6~ STUDY 13 100 GPM III-- PARK WEST COMMERCE CENTER APRIL 1991 PLOT I=60 0190VS13 SHEET 16 PAGE 1 OF 21 DONALD E. DAVIS CONSULTZNG ENGINEERS, INC 5506 cOCKRELL HILL ROAD DALLAS, TEXAS 214-337-2332 PROJECT: PARK WEST COMMERCE CENTER COPPELL, TEXAS WATER MAIN HYDRAULIC ANALYSIS FOR FIRE FLOWS DATE: Apri) 24, 1990 FLOWRATE IS EXPRESSED IN GPM AND PRESSURE IN PSIG A SUMMARY OF THE ORIGINAL DATA FOLLOWS PIPE.NO, NODE 1 0 2 1 3 2 4 3 5 4 5 6 5 6 7 5 7 8 7 8 g 8 1 10 1 6 LINE 10 IS CLOSED 11 2 5 LINE 11 IS CLOSED 15 5 11 LINE 15 IS CLOSED 12 7 g 13 9 10 14 10 11 17 11 12 16 4 12 NOS. LENGTH DIAMETER ROUGHNESS (FEET) (INCHES) 1 100.0 24.0 150,0 2 3200,0 24,0 150.0 3 600.0 24.0 150.0 4 1700.0 8.0 150.0 600.0 12,0 150.0 3000,0 12,0 150.0 1500.0 12.0 150.0 2500.0 12,0 150,0 1500,0 12.0 150.0 1800.0 16.0 150.0 MINOR LOSS K 1.00 1.00 ,50 1.00 1,00 1.00 1.00 1.00 1. OO 1.00 1700.0 12,0 150.0 1.00 1313,0 12,0 150.0 1,00 400.0 12.0 150.0 1.00 700.0 12,0 150.0 1.00 3000.0 12.0 150.0 1,00 600,0 12,0 150,0 1,00 1313.0 8.0 150.0 1.00 FIXED GRADE 670.00 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 9 1.00 528.00 CONNECTING PIPES 1 2 9 2 3 11 3 4 4 5 16 5 § 11 6 7 10 ? 8 12 8 9 12 13 10 15 10 2000.00 528.00 13 14 11 1.00 528.00 15 14 17 12 1.00 528.00 17 16 OUTPUT SELECTION: ALL RESULTS ARE OUTPUT EACH PERIOD TH[S SYSTEM HAS 17 PIPES WITH 12 JUNCTIONS , § LOOPS AND 1 FGNS PAGE 2 OF 21 THE RESULTS ARE OBTAINED AFTER 4 TRIALS WITH AN ACCURACY = .00008 PIPE HYDRAULICS - BELTLINE AND AIRLINE ROAD - DALLAS, TEXAS OONALD E. DAVIS CONSULTING ENGINEERS APRIL 20 1990 STUDY #1 FIRE DEMAND ONLY NO ADDITIONAL PIPE 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 ? 6 7 -1109,76 8 7 8 -2613.17 9 8 1 -2614,17 LINE 10 IS CLOSED LINE 11 IS CLOSED LINE 15 IS CLOSED 12 7 9 1502.41 13 9 10 1501.41 -14 10 11 -498.59 17 11 12 -499,59 16 4 .12 500.59 HEAD LOSS PUMP HEAD MINOR LOSS VELOCITY HL/1000 .O9 .O0 .13 2.84 ,87 .39 .00 .02 .99 .12 .07 .00 .01 .99 .12 43,95 .00 1.23 8.88 25.85 .94 .00 ,10 2,53 1,57 4.71 .00 .10 2.53 1.57 -3,54 ,00 -.15 -3,15 -2,36 ~28.81 .00 -.85 -7,41 -11.52 -17.30 .00 -.85 -7.42 -11,53 1,65 .00 .28 4.26 4,13 2.89 .O0 .28 4,26 4,13 -1.61 .00 -.03 -1.41 -.$4 -.32 .00 -.03 -1,42 -.54 5.11 .00 .16 3.19 3.89 JUNCTION NUMBER DEMAND GRADE LINE ELEVATION PRESSURE 1 ,00 609,79 528.00 61.44 2 .00 669.38 528.00 61.26 3 1,00 669,30 528.00 61.23 4 1.00 624.12 528.00 41.65 5 .OO 623.08 528,00 41.20 6 2000,00 618,28 531.00 37,82 7 1.00 621.97 528,00 40.72 8 1,00 651.63 528.00 53.58 9 1.00 620.03 528.00 39,88 10 2000.00 616.86 528.00 38.51 11 1,00 618.50 528.00 39.22 12 1.00 618.86 528.00 39,31 THE NET SYSTEM DEMAND : 4007.00 PAGE 3 OF 21 SUMMARY OF INFLOWS(+) AND oUIFLOWS(-) 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 LINE 11 IS OPEN LINE 15 IS OPEN THE RESULTS ARE OBTAINED AFTER 3 TRIALS WITH AN ACCURAOY PIPE HYDRAULICS - BELTLINE AND AIRLINE ROAD - DALLAS, TEXAS STUOY fl2 FIRE DEMAND W/ NEW 12" ADDED PARALLEL TO BELTLINE ADDITIONAL LOOP 10 WRANGLER STREET ADDED W/ 12" .00110 PIPE NO. NODE NOS. FLOWRATE 1 0 1 4007,00 2 1 2 2415.70 3 2 3 619,16 4 3 4 618.16 5 4 5 322.00 6 5 6 1275.38 ? 6 7 -724.62 8 7 8 -1590.30 9 8 1 -1591.30 LINE 10 IS CLOSED 11 2 5 1796,54 15 5 11 843.17 12 7 9 864.68 13 9 10 863.68 14 10 11 -1136,32 17 11 12 -294.15 16 4 12 295.15 HEAD LOSS PUMP HEAD M[NOR LOSS VELOCITY HL/IO00 .09 .00 ,13 2.84 .87 1.09 .00 .05 1.71 .34 .02 .00 .00 .44 .03 9.78 .00 .24 3.95 5,75 .14 .OO ,01 .91 ,24 9.16 .00 .20 3.62 3.05 -1.61 .00 -,07 -2.06 -1.07 -11.48 .00 -.32 -4.51 -4.59 -6.90 ,00 -,32 -4.51 -4.60 9.79 .00 .40 1.86 .00 .09 .59 .00 ,09 1,04 .00 .09 -7.40 .00 -.16 -,12 ,00 -.01 1.92 .00 ,06 5.10 5.76 2.39 1.42 2.45 1.49 2.45 1.48 -3.22 -2.47 -.83 -,20 1.88 1.46 JUNCTION NUMBER DEMAND GRADE LINE ELEVATION PRESSURE 1 .00 669,79 528,00 81,44 2 .00 668.65 528.00 60.95 3 1.00 668.63 628.00 60.94 4 1.00 658.62 528.00 56.60 5 .00 658.46 528.00 56.53 6 2000.00 649.10 531.00 51.18 7 1.00 650.77 528,00 53.20 8 1.00 662.57 528.00 68.31 9 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 1 4007.00 THE NET FLOW INTO lHE SYSTEM FROM FIXED GRADE NODES : 4007.00 THE NET FLOW OUT OF THE SYST[M INTO FIXED GRADE NODES = .00 A SUMMARY OF CONDITIONS SPECIFIED FOR THE NEXT SIMULAT)ON FOLLOWS THE FOLLOWING SPECIFIC DEMAND CHANGES ARE MADE : JUNCTION NUMBER DEMAND 3 2000.00 12 100.O0 g 100.O0 8 200.00 10 2750.00 6 2750.00 THE RESULTS ARE OBTAINED AFTER 2 TRIALS WITH AN ACCURACY : PIPE HYDRAULICS - BELTLINE AND AIRLINE ROAD - DALLAS, TEXAS STUDY #3 FIRE DEMAND W/ NEW 12" AND DOMESTIC FLOWS ADDITIONAL LOOP TO WRANGLER STREET W/12" .00231 PIPE NO. NODE NOS. FLOWRATE 1 0 1 7903,00 2 1 2 5437.32 3 2 3 2875.54 4 3 4 875,54 5 4 5 439.11 6 5 6 1767.74 7 6 7 -982.26 8 7 8 -2265.68 9 8 1 -2465.68 LINE 10 IS CLOSED 11 2 5 2561.78 15 5 11 1233.15 12 7 9 1282.42 13 9 10 1182.42 14 10 11 -1567.58 17 11 12 -335.43 16 4 12 435,43 HEAD LOSS PUMP .31 .00 .49 4.90 .00 ,23 .28 .00 .03 18,63 ,00 ,48 .25 .O0 .02 16.76 .00 .39 -2.B2 .00 -.12 -22.12 .00 -.64 -15.52 .0O -.76 HEAD MINOR LOSS VELOCITY HL/IO00 5.80 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.B5 -6.99 '-10,35 18.88 .00 .82 3.77 ,00 .19 1.23 .00 .21 1.86 .00 ,17 -13,42 .00 -.31 -.15 ,00 -.01 3.95 ,00 ,12 7,27 11.11 3,50 2.87 3.64 3,08 3.35 2.65 -4.45 -4.47 -.95 2.78 3.01 PAGE 5 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 1.00 644.65 528.00 50.55 5 .00 644.37 528.00 50.43 6 2750.00 627.22 531.00 41.69 7 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 · 1 1903,00 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. LENGTN DIAMETER ROUGHNESS MINOR LOSS K FIXED GRADE 15 5 11 1313.0 16.0 150.0 1.00 .00 11 2 5 1700.0 16.0 150.0 1.00 .00 THE RESULTS ARE OBTAINED AFTER 3 TRIALS WITH AN ACCURACY = .00272 PIPE HYDRAULICS - BELTLINE AND AIRLINE ROAD - DALLAS, TEXAS STUDY #4 FIRE DEMAND W/ NEW 16" NO DOMESTIC FLOWS ADDITIONAL LOOP TO WRANGLER 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 2.84 ,87 2 1 2 2641.34 1.29 .00 .05 1.87 .40 3 2 3 370.87 ,01 ,00 .00 ,26 ,01 4 3 4 369.87 3.78 .00 .09 2.36 2.22 5 4 5 186.32 .05 .00 .00 .53 .09 6 5 6 1350.71 i0.18 .00 .23 3.83 3.39 7 6 7 -649.29 -1.31 .00 -.05 -1.84 -.87 PAGE § OF 21 8 7 8 -1364.66 g 8 1 -1365.66 LINE 10 IS CLOSED 11 2 5 2270,47 15 5 11 1106.09 12 7 9 714,36 13 9 10 713,36 14 10 11 -1286.64 17 11 12 -181,55 16 4 12 182.55 -8,65 .00 -.23 -3.87 -3.46 -5.20 .00 -.23 -3.87 -3.46 3.72 .00 .20 3.62 2,19 .76 .00 ,05 1,76 .$8 .42 .OO .06 2.03 1.04 ,73 .OO ,06 2.02 1.04 -9.31 .00 -.21 -3.65 -3.10 -.05 .00 ,00 -,51 -,08 .79 .00 .02 1.17 .60 JUNCTION 1 2 3 4 5 6 7 8 9 10 11 12 NUMBER DEMAND GRADE LINE ELEVATION PRESSURE .00 669.79 528.00 61.44 .00 668.45 528.00 60.86 1,00 668.44 528.00 60,86 1.00 664.58 528.00 59.18 .00 664,52 528.00 59.16 2000.00 654.11 531.00 53.35 1.00 655,47 $28,00 56.24 1.00 664.36 528.00 59.09 1.00 654.99 528.00 55.03 2000.00 654.20 528.00 54.69 1.00 663.72 528,00 58.81 1.00 663.77 528.00 68.83 THE NET SYSTEM DEMAND : 4007.00 SUMMARY OF INFLOWS(+) AND OUTFLOWS(-) FROM FIXED GRADE NODES PIPE NUMBER FLOWRATE 1 4007.00 THE NET THE NET FLOW INTO THE SYSTEM FROM FIXED GRADE NODES = 4007.00 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 2150.00 6 2750.00 THE FOLLOWING CHANGES IN PIPE DATA ARE SPECIFIED PXPE NO. NODE NOS. LENGTH DIAMETER ROUGHNESS MINOR LOSS K FIXED GRADE PAGE 7 OF 21 11 2 5 1700,0 16,0 150.0 1.00 .00 15 5 11 1313,0 16.0 150,0 1.00 .00 THE RESULTS ARE OBTAINED AFTER 2 TRIALS WITH AN ACCURACY = .00280 PIPE HYDRAULICS ~ 8ELTLINE 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 PUMP HEAD MINOR LOSS VELOCITY HL/lO00 1 0 I 7903.00 .31 .00 .49 5.60 3,06 2 1 2 5752.08 5,44 .00 .26 4.08 1.70 3 2 3 2518.64 .22 ,OO ,02 1.79 ,37 4 3 4 518.64 7,06 ,00 .17 3.31 4.15 5 4 5 247,57 ,09 ,00 .01 .70 ,15 6 5 6 1868.58 18.58 .00 .44 5.30 6.19 7 6 7 -881.42 -2.31 .00 ~.10 -2.50 -1.54 8 ? ~ -1950.92 -16.77 .00 -.48 -5.53 -6.71 9 8 1 -2150.92 -12.05 .00 -,58 -6.10 -8,04 LINE 10 IS CLOSED 11 2 5 3233.44 7.16 .00 .41 5.16 4,21 15 5 11 1612.43 1.52 .00 .10 2.57 1,16 12 7 g 1068.50 .88 .00 .14 3.03 2,20 13 9 10 968.50 1,28 ,00 .12 2,75 1.83 14 10 11 -1181.50 -17,01 ,00 -.40 -5,05 -5,67 17 11 12 -170.08 -.04 .00 .00 -.48 -,07 16 4 12 270,08 1.63 ,00 ,05 1.12 1,24 JUNCTION NUMBER DEMAND GRADE LINE ELEVATION PRESSURE 1 .00 669.21 528.00 61.19 2 .00 663.51 $28.00 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 8 200.00 656,51 528.00 55,72 9 100.00 638.31 528.00 47.80 10 2750.00 636.91 528.00 47,1~ 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 [flTO THE SYSTEM FROM FIXED GRADE NODES : 7903.00 THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES : ,00 PAGE 8 OF 21 A SUMMARY OF CONDITIONS SPECIFIED FOR THE NEXT SIMULATION FOLLOWS LINE 10 IS OPEN THE FOLLOWZNG CHANGES ZN PIPE DATA ARE SPECIFIED PIPE NO. NODE NOS. LENGTH DIAMETER ROUGHNESS MINOR LOSS K FIXED ORADE ll 2 5 1700.0 16.0 150,0 1,00 .00 15 5 11 1313.0 16.0 150.0 1.00 .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 1 0 1 4007,00 .09 .00 .13 2.84 2 1 2 1378,42 ,39 .00 ,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 6 487.85 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 5 1184,15 1.11 ,00 .06 1.89 15 5 11 765.43 ,38 .00 ,02 1.22 12 7 9 1114.43 ,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 12 123.13 .38 .00 .01 .79 HEAD LOSS PUMP HEAD MINOR LOSS VELOCITY HL/IO00 .87 .12 .D0 .67 ,01 .51 .44 -.93 -,93 1.66 .66 .29 2.38 2.37 -1,56 -.04 JUNCTION NUMBER DEMAND GRADE LINE ELEVATION PRESSURE 1 ,00 669.79 528.00 61,44 2 .O0 669.39 628.00 61.27 3 1.00 669.39 528.00 61.27 4 1.00 668.23 528.00 60.76 S .00 668.22 528.00 60.76 6 2000.00 666,04 531.00 58,78 7 1.00 665.97 528.00 59.19 8 1.00 668.34 528.00 60,81 9 1.00 604.86 628.00 59.31 10 2000.00 663.04 528.00 58.52 11 1.00 667.81 528.00 60.58 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 GRABE 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 g 100.00 8 200.00 6 2750.00 10 2750.00 THE FOLLOWING CHANGES IN PIPE DATA ARE SPECIFIED PIPE NO; NODE NOS. LENGTH DIAMETER ROUGHNESS MINOR LOSS K FIXED GRADE 11 2 5 1700.0 16.0 150.0 1.00 .00 15 5 11 1313.0 16.0 150.0 1.00 .00 THE RESULTS ARE OBTAINED AFTER 3 TRIALS WITH AN ACCURACY = .00017 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 1 0 1 7903.00 2 1 2 3843.33 3 2 3 2247,36 4 3 4 247.35 5 4 5 62.75 6 5 6 540.25 7 6 7 714.46 8 7 8 -935.45 9 8 1 -1135.45 10 1 6 2924.21 11 2 5 1595.98 15 $ 11 1118.49 12 7 9 1648.91 HEAD LOSS PUMP HEAD MINOR LOSS VELOCITY HL/IO00 ,31 ,00 ,49 5.60 3,06 2.58 ,00 .12 2.73 .81 .18 .00 .02 1.59 .30 1.79 ,OD .04 1.58 '1.05 .0t .00 .00 ,18 .01 1.87 .00 .04 1.53 .62 1.57 .00 .05 2.03 1.04 -4.30 .00 -.11 -2.65 -1.72 -3.69 .00 -.16 -3.22 -2.46 6.29 .00 .34 4.67 3.50 1.94 .00 .10 2.65 1.14 .77 .00 .05 1.78 t.96 .Ob .34 4.68 4.gl 13 9 10 1548.91 14 10 11 -1201.09 17 11 12 -83.60 16 4 12 183,60 3.06 .00 .30 4.39 4.37 -8.19 .00 -.18 -3.41 -2.73 -.01 .00 .00 -.24 -.02 .80 .00 .02 1.17 .61 JUNCTION NUMBER DEMAND 1 .00 2 ,00 3 2000.00 4 1.00 $ .00 6 2150.00 7 1,00 8 200.00 9 100.00 10 2750.00 11 1.00 12 100.00 GRADE LINE ELEVATION PRESSURE 669.21 528.00 61.19 666.51 528.00 60,02 666.32 528.00 59.94 664.48 528.00 59.14 664,48 528.00 59,14 662.57 531.00 57.02 660.95 528.00 57.61 665,35 528.00 59.52 658.64 528.00 56,61 658.28 528.00 55.15 663.65 528.00 58,78 663,67 528,00 58,79 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 FOLLOWS THE FOLLOWING SPECIFIC DEMAND CHANGES ARE MADE : JUNCTION NUMBER DEMAND 3 2000.00 12 100.00 g 100.00 8 200,00 6 2750.00 1D 2750.00 LINE 10 IS CLOSED THE RESULTS ARE OBTAINED AFTER 3 TRIALS WITH AN ACCURACY = .00070 PIPE HYDRAULICS - BELTLINE AND AIRLINE ROAD - DALLAS, TEXAS STUDY #6 FIRE DEMAND N/ NEW 12" AND DOMESTIC FLOWS ADDITIONAL LOOP TO WRANGLER ST W/12" PIPE NO. NODE NOS. FLOWRATE HEAD LOSS PUMP HEAD MINOR LOSS VELOCITY HL/IO00 PAGE 11 OF 21 1 0 1 7g03.00 2 1 2 5752.09 3 2 3 2518.62 4 3 4 518.62 5 4 5 247.55 6 5 6 1868,58 7 6 7 -881.42 8 7 8 -1950.91 9 8 1 -2150.91 LINE 10 IS CLOSED 11 2 5 3233,47 15 5 11 1612,43 12 7 9 1068.49 13 9 10 968.49 14 10 11 -1781.51 17 11 12 -170.07 16 4 12 270.07 .31 .00 5.44 .00 .22 .00 7.06 .00 .09 .00 18.58 .00 -2.31 .00 -16.77 .00 -12.05 .00 7.16 .00 1,52 ,00 .88 .00 1.28 .00 -17.01 .00 -.04 .00 1.53 .00 .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 1 .00 2 .00 3 2000.00 4 1,00 5 .00 6 2750.00 7 1.00 8 200.00 9 100.00 10 2750.00 11 1,00 12 100.00 GRADE LINE ELEVATION PRESSURE 669.21 528.00 51.19 653,51 528.00 58.72 663.27 528.00 58.61 656.03 528.00 55.48 655.94 528.00 55.44 636.92 531.00 45.90 639.33 528.00 48.24 656.57 52S,00 85.72 638.31 528,00 47.80 636.91 528.00 47.19 654.31 528.00 54.73 654.36 528.00 54.75 THE NET SYSTEM DEMAND = 7903.00 SUMMARY OF INFLOWS(+) AND OUTFLOWS(-) FROM FIXED GRADE NODES PiPE NUMBER FLOWRATE 1 7g03.00 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 ~O0.OO PAGE 12 OF 21 § 2750.00 10 2750.00 THE FOLLOWING CHANGES IN PIPE DATA ARE sPEC)FIED PIPE NO, NODE NOS. LENGTH DIAMETER ROUGHNESS MINOR LOSS K FIXED GRADE 11 2 5 1700,0 16.0 150.0 1,00 .00 15 5 11 1313.0 16.0 150.0 1,00 ,00 THE RESULTS ARE OBTAINED AFTER 1 TRIALS WITH AN ACCURACY RIPE HYDRAULICS - BELTLINE AND AIRLINE ROAD - DALLAS, TEXAS STUDY #7 FIRE DEMAND W/ NEW 16" AND DOMESTIC FLOWS ADDITIONAL LOOP TO WRANGLER ST W/ 16" ,00000 PIPE NO. NODE NOS. FLOWRATE 1 O 1 7903.00 2 1 2 5752.09 3 2 3 2515,62 4 3 4 518.62 5 4 5 247.55 6 5 6 1868,58 ? 6 ? -B81.42 8 7 8 -1950.91 9 8 1 -2150.91 LINE 10 IS CLOSED 11 2 5 3233.47 15 5 11 1612.43 12 7 9 1068.49 13 9 10 968.49 14 10 11 -1781.51 17 11 12 -170.07 16 4 12 270.07 HEAD LOSS PUMP HEAD MINOR LOSS VELOCITY HL/IOOO .31 .00 ,49 5.60 3,06 5,44 .00 .26 4,08 1.70 .22 .00 ,02 1.79 ,37 7,06 .00 ,17 3,31 4.15 .0g .00 .01 ,70 .15 18.58 .00 .44 5.30 6,19 -2.31 ,00 -.10 -2,50 -1.54 -16.77 .00 -.48 -5.53 -6,71 -12.05 ,00 -.58 -6,10 -8.04 7.16 .00 .41 5.16 4.21 1.52 .00 .10 2.57 1,16 .88 .00 .14 3.03 2.20 1.28 .00 .12 2.75 1.83 -17.01 .00 -.40 -5,05 -5,67 -.04 .00 .00 -.48 -.07 1.63 .00 .05 1,72 1.24 JUNCTION NUMBER DEMAND GRADE LINE ELEVATION PRESSURE 1 .00 669,21 528.00 61.19 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 .00 665.94 528.00 55.44 6 2750.00 636.92 531.00 45.90 7 1.00 639.33 528.00 48,24 8 200.00 656.57 528,00 55.72 9 100.00 638.31 528,00 47,80 10 2750.00 636,91 628.00 47,19 11 1.00 654,31 528.00 54,73 12 100,00 654.36 528,00 64.75 THE NET SYSTEM DEMAND = 7903.00 SUMMARY OF INFLOWS(+) AND OUTFLOWS(-) FROM FIXED GRADE NODES PAGE 13 OF 21 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 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 ~S OPEN THE FOLLOWING CHANGES IN PIPE DATA ARE SPECIFIED PIPE NO. NODE NOS. LENGTH DIAMETER ROUGHNESS MINOR LOSS K FIXED GRADE 11 2 5 1700.0 16.0 150.0 1.00 .00 15 5 11 1313.0 12.0 150.0 1.00 .00 THE RESULTS ARE OBTAINED AFTER 4 TRIALS WITH AN ACCURACY = .00006 PIPE HYDRAULICS - B£LTLINE AND AIRLINE ROAD - DALLAS, TEXAS STUDY #8 FIRE DEMAND W/ NEW 16" AND DOMESTIC FLOWS ADDITIONAL LOOP TO WRANGLER ST - W/NEW 12" PIPE 1 2 3 4 5 NO. NODE NOS. FLOWRATE HEAD LOSS PUMP HEAD MINOR LOSS VELOCITY HL/IO00 0 1 7903.00 .31 .00 .49 5.60 3,06 I 2 3810.97 2.54 .OD .11 2.70 .79 2 3 2243.71 .18 .OD .02 1.59 .30 3 4 243.71 1.74 .00 ,04 1.56 1,03 4 5 -73.39 -.01 .00 .00 -.21 -.02 6 S 6 566.72 2.04 .00 .04 1,61 ,6B 7 6 7 756.76 1.74 .00 .07 2.15 1.16 8 ? 8 -951.99 -4.44 .00 -.11 -2.70 -1.78 9 8 1 -1151.99 -3.79 .00 -.17 -3.27 -2.53 10 1 6 2940.04 6.36 .00 .34 4.69 3.53 11 2 5 1561.25 1.87 .00 .10 2.60 1.10 15 5 11 927.14 2.22 .00 .11 2.63 1,69 12 7 9 1707.75 2.10 .00 .36 4.84 5.24 13 9 10 1607.75 3.28 .00 .32 4.66 4.69 14 10 11 -1142.25 -7.47 .00 -.16 -3.24 -2.49 17 11 12 -216.11 -.07 .00 -.01 -.61 -.11 PAGE 14 OF 21 16 JUNCTION 1 THE NET SUMMARY PIPE THE NET THE NET 4 12 316.11 2,18 .OD ,06 2,02 1.66 NUMBER OEMAND GRADE LINE ELEVATION PRESSURE .00 609.21 528.00 51,19 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 59.19 6 2750.00 662.51 531.00 56.99 7 1.00 660.69 525.00 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 11 1.00 662.25 528.00 58.18 12 100.00 662.33 528.00 58.21 SYSTEM DEMAND = 7903.00 OF INFLOWS(+) AND OUTFLOWS(-) FROM FIXED GRADE NODES NUMBER FLOWRATE 1 1903.00 FLOW INTO THE SYSTEM FROM FIXED GRADE NODES = 7903.00 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 CLOSED THE FOLLOWING CHANGES IN PIPE DATA ARE SPECIFIED PIPE NO. NODE NOS. LENGTH DIAMETER ROUGHNESS 11 2 5 1700.0 12.0 150.0 15 5 11 1313.0 16.0 150.0 MINOR LOSS K FIXED GRADE 1.00 .00 1.00 .00 THE RESULTS ARE OBTAINED AFTER 4 TRIALS WITH AN ACCURACY PIPE HYDRAULICS - BELTLINE AND AIRLINE ROAD - DALLA$~ 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. FLOWP, ATE 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 7 8 -2241.84 -21.69 9 8 1 -2441.84 -15.25 LINE 10 IS CLOSED 11 2 $ 2583.32 19.18 15 5 11 1458.64 1.27 12 7 9 t212.41 1,11 13 g 10 1112.41 1,66 14 10 11 -1637.59 -14.55 17 11 12 -179.95 -.05 16 4 12 279.95 1.74 HEAD LOSS PUMP HEAD MINOR LOSS VELOCITY HL/IO00 .00 .49 5.60 3.06 .00 .23 3.87 1.54 .00 ,03 2.04 .47 .00 .49 5.60 11.01 .00 .04 1.69 ,75 .00 .37 4.88 5.32 ,00 -,13 -2.92 -2.05 ,00 -,63 -6.36 -8.68 .00 -.74 -6,93 -10,16 .00 .83 7.33 11.28 .00 .08 2.33 .96 · 00 .18 3,44 2.78 .00 .15 3.16 2.37 .00 -.34 -4.65 -4.85 .00 .00 -,51 -.08 · 00 ,05 1.79 1.33 JUNCTION NUMBER DEMAND I .00 2 .00 3 2000.00 4 1.00 5 .00 6 2750.00 7 1.00 8 200.00 9 100.00 10 2750,00 11 1.00 12 lOC,CO GRADE LINE ELEVATION PRESSURE 669.21 528.00 61.19 664.03 528.00 58.95 663,72 528.00 58,81 644.51 528,00 50.49 644.02 528.00 50,28 627.69 531.00 41.90 630.90 528.00 44.59 653,21 528,00 54,26 629.60 528.00 44.03 627.79 528.00 43.24 642.67 528.00 49,69 642.72 528.00 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 GRADE NODES = 7903.00 THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES = .00 A SUMMARY OF CONDITIONS SPECIFIED FOR THE NEXT $IMULATZON FOLLOWS THE FOLLOWINQ SPECIFIC DEMAND CHANGES ARE MADE JUNCTION NUMBER DEMAND PAGE 16 OF 21 3 2000.00 12 100.00 9 100.00 10 2750.00 8 200.00 6 2750.00 THE FOLLOWING CHANGES IN PIPE DATA ARE SPECIFIED PIPE NO. NODE NOS. LENGTH DIAMETER ROUGHNESS MINOR lOSS K FIXED GRADE 11 2 5 1700.0 10.0 150.0 1.00 ,00 15 5 11 1313.0 10,0 150,0 1.00 ,00 THE RESULTS ARE OBTAINED AFTER 3 TRIALS WITH AN ACCURACY : .00004 PIPE HYDRAULICS - BELTLINE AND AIRLINE ROAD -OALLAS, TEXAS STUDY #10 FIRE DEMAND W/ NEW 10" AND DOMESTIC FLOWS ADDITIONAL LOOP TO WRANGLER ST - W/NEW 10" PIPE NO.' NODE NOS. FLOWRATE 1 0 1 7903.00 2 1 2 5162.54 3 2 3 3122.85 4 3 4 1122,85 5 4 5 584.22 6 5 6 1679,38 7 6 7 -1070.62 8 ? 8 -2540,47 9 8 1 -2740.47 LINE 10 IS CLOSEO 11 2 5 2039.69 15 5 11 944,53 12 7 9 1468.84 13 9 10 1368.84 14 10 11 -1381.16 17 11 12 -437.63 16 4 12 537.63 HEAD LOSS PUMP HEAD MINOR LOSS VELOCITY HL/IO00 ,31 ,00 .49 5.50 3.05 4.45 .00 .21 3.66 1.39 ,33 .00 .04 2,21 .55 29.53 .00 ,80 7.17 17.37 · 43 .00 .04 1.66 ,72 15.24 ,00 .35 4,76 5.08 -3.31 .00 -.14 -3.04 -2,21 -27,34 ,00 -,81 -7.21 -10.94 -18.88 .00 -.94 -7.77 -12,59 30.09 .00 1.08 8.33 17.70 5.58 ,00 .23 3.86 4.25 1.59 .00 .27 4.17 3.97 2.44 ,00 .23 3.88 3.48 -10.61 .00 -.24 -3.92 -3.54 -.25 .00 -.02 -1.24 -.42 5.83 .00 .18 3.43 4,44 JUNCTION NUMBER DEMAND 1 .00 2 .00 3 2000.00 4 1.00 5 .00 6 2750.00 7 1.00 8 200.00 9 100.00 10 2750.00 11 1.00 12 100.00 GRADE LINE ELEVATION PRESSURE 669.21 528.00 61.19 664.55 528.00 59.17 664.18 528.00 59.01 633.86 528.00 45.87 633.38 528.00 45.67 617,78 531,00 37.61 621.24 528.00 40.40 649.39 528.00 52,60 619.38 528.00 39.60 616.71 528,00 38.44 621.57 528,00 43.14 627.84 528,00 43.26 PAGE 17 OF 21 iHE NET SYSTEM DEMAND = 7903,00 SUMMARY OF INFLOWS(+) AND OUTFLOWS(-) FROM FIXED GRADE NODES PIPE NUMBER FLOWRATE 1 7903.00 THE NET FLOW lflTO THE sYSTEM FROM FIXED GRADE NODES: 7903.00 THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES = ,O0 A SUMMARY OF CONDITIONS SPECIFIED FOR THE NEXT SIMULATION FOLLOWS ~HE 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 PIPE DATA ARE SPECIFIED PIPE NO. NODE NOS. LENGTH DIAMETER ROUGHNESS 11 2 5 1700.0 12.0 150.0 15 5 11 1313.0 12.0 150.0 MINOR LOSS K FZXED GRADE 1.00 .O0 1.00 .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, FLOWRATE I 0 1 7903.00 2 1 2 5437.33 3 2 3 2875,51 4 3 4 875.57 5 4 5 439.15 6 5 G 1767.74 7 6 7 -982.26 8 7 8 -2265,67 9 8 1 -2465.67 LINE 10 IS CLOSED 11 2 5 2561.76 15 5 11 1233.17 12 7 9 1282,41 HEAD LOSS PUMP HEAD MINOR LOSS VELOC[TY HL/1000 .31 .00 .49 5.50 3,05 4,90 ,00 .23 3,86 1.53 .28 .00 .03 2.04 ,47 18.63 .00 .48 5.59 10.96 .25 .00 ,02 1,25 ,42 16.76 .00 .39 5.01 5.59 -2.82 .00 -.12 -2.79 -1,88 -22.12 .00 -.64 -6.43 -8.85 -15,52 .00 -.76 -6.99 -10.35 18.68 .00 .82 3.77 .00 ,19 1.23 .00 .21 7,27 11.11 3.50 2.87 3.64 3.08 PAGE lB OF 21 13 9 10 1182.41 14 10 11 -1567.59 17 11 12 -335.42 16 4 12 435.42 1.86 .00 ,17 3.35 2.65 -13.42 .00 -.31 -4.45 -4.47 -.15 .00 -.01 -.95 -.26 3.95 .00 .12 2.78 3.01 JUNCTION 1 2 3 4 5 6 THE NET SUMMARY PIPE THE NET THE NET 7 8 9 10 11 12 NUMBER DEMAND GRADE LINE ELEVATION PRESSURE .00 669.21 528,00 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 50.43 2150.00 627.22 531.00 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 1.00 540.42 528.00 48.71 100.00 640,58 528.00 46.79 SYSTEH DEMAND = 7903.00 OF INFLOWS(+) AND OUTFLOWS(-) FROM FIXED GRADE NODES NUMBER FLOWRATE 1 7903.00 FLOW INTO THE SYSTEM FROM FIXED ORADE NODES : 7903.00 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 .00 12 .00 9 .00 10 2000.00 8 .00 6 2000.00 THE FOLLOWING CHANGES IN PIPE DATA ARE SPECIFIED PIPE NO. NODE NOS. LENGTH DIAMETER ROUGHNESS MINOR LOSS K FZXED GRADE 11 2 5 1700.0 12.0 150.0 1,00 ,00 15 S 11 1313.0 12.0 150.0 1,00 .00 THE RESULTS ARE OBTAINED AFTER 2 TRIALS WITH AN ACCURACY = .D0270 PAGE 19 OF 21 PIPE HYDRAULIC5 - BELTLINE AND AIRLINE ROAD - DALLAS, TEXAS STUDY #12 FIRE DENANO ONLY W/ NEW 12" ADDITIONAL LOOP TO WRANGLER ST - W/NEW 12" PIPE NO. NODE NOS. FLOWRATE HEAD LOSS PUMP HEAD MINOR LOSS VELOCITY HL/IO00 1 0 1 4003.00 .09 ,00 .13 2 1 2 2413.1g 1,09 .00 .05 3 2 3 617.76 .02 .00 .00 4 3 4 617.76 9.76 .00 ,24 5 4 5 321,95 .14 .00 .01 6 5 6 1275.07 9.15 ,00 .20 7 6 7 -724.93 -1.61 .00 -.07 8 7 8 -1589.81 -11,48 .00 -.32 g 8 1 -1589.81 -6.89 .00 -.32 LINE 10 IS CLOSED 11 2 5 1795.42 9,18 .00 .40 15 5 11 842,31 1.86 ,00 .O9 12 7 9 863.88 .59 .00 ,09 13 9 10 863.88 1.04 .OD .09 14 10 11 -1136,12 -7.39 .00 -.t6 17 11 12 -294.81 -.12 .00 -.01 16 . 4 12 294.81 1.92 .00 .05 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 5.09 5.75 2.39 1.42 2.45 1.48 2.45 1.48 -3.22 -2.46 -,84 -.20 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 .00 668.64 528.00 60.94 4 1.00 858,63 528.00 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 8 .00 662.59 528.00 58,32 9 .00 650.11 528.00 52.91 10 2000.00 648.97 528.00 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 SPECIF"ED FOR THE NEXT SIMULATION FOLLOWS PAGE 20 OF 21 THE FOLLOWING SPECIFIC DEMAND CHANGES ARE MADE : JUNCTION NUMBER DEMAND 3 .00 12 .00 9 .00 10 2000.00 8 .00 6 2000.00 THE FOLLOWING CHANGES IN PIPE DATA ARE SPECIFIED PIPE NO. NODE NOS. LENGTH DIAMETER ROUGHNESS MINOR LOSS K FIXED GRADE 11 2 5 1700.0 10.0 150.0 1.00 ,00 15 5 11 1313.0 10.0 150.0 1,00 .00 THE RESULTS ARE OBTAINED AFTER 3 TRIALS WITH AN ACCURACY = .00001 PIPE HYDRAULICS - BELTLINE AND AIRLINE ROAD - DALLAS, TEXAS STUDY #12 FIRE DEMAND ONLY W/ NEW 10" ADDITIONAL LOOP TO WRANGLER ST - W/NEW 10" PIPE NO. NODE NOS, FLOWRATE 1 0 1 4003.00 2 1 2 2217.72 3 2 3 789.78 4 3 4 789.78 5 4 5 424.83 6 5 6 1209.49 7 6 7 -790.51 8 7 B -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 t3 9 10 993.77 14 10 11 -1006.23 17 11 12 -363.96 16 4 12 363.96 MEAD LOSS PUMP MEAD MINOR LOSS VELOCITY HL/IOOO .09 .OO ,13 2.64 ,87 .93 .00 .04 1.57 .29 .03 .00 ,00 .56 .04 15.39 .00 .39 5.04 9.05 .24 .00 .02 1.21 .40 8.30 .00 .18 3.43 2.77 -1.89 .00 -.08 -2.24 -1,26 -14.23 .00 -.40 -6.06 -5.69 -8.54 .00 -.40 -5.0§ -5.69 15.55 .00 .53 5.83 9.14 2.74 .00 ,11 2.63 2,09 ,77 .00 .12 2.82 1.92 1.35 .00 .12 2.82 1.92 -5.90 .00 -,13 -2.85 -1.97 -.18 .00 -.02 -1.03 -.30 2.83 .00 .08 2.32 2.16 JUNCTION NUMBER DEMAND GRADE LINE ELEVATION PRESSURE 1 .00 669.79 528.00 81.44 2 .00 668.82 528.00 61,02 3 .00 668.79 528.00 61.01 4 1.00 653.01 528.00 54.17 5 .00 652.75 528.00 54.06 6 2000.00 644.26 531.00 49.08 7 1,00 646.23 528.00 51.23 8 .00 660.85 528.00 67.51 9 ,00 645.33 528.00 50,85 10 2000.00 643.87 528.00 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 SUMMARY OF INFLOWS(+) AND OUTFLOWS(-) FROM FIXED GRAOE NODES PIPE NUMBER FLOWRATE 1 4003.00 THE NEl FLOW INTO THE SYSTEM FROM FIXED GRADE NODES = THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES = 4003.00 .00 F ':.:O:'.iPLD E · 9~'..~ I $ C0r. IE, ULT!t'iG ENGI,'-,IEERS. INC. 5`SJ6 COCKRELL .~iLL ROAD P~0JECT: PA~K t,.;EST F. OHI'~,ERCE CENTER COPPEL., MAIN H",'[.'iR'ALILIL' A~'i~ALY:~ S ~i. OI,d~ATE IS ~>:P~ESSED N'4 GPM AND P~ES'.:'iURE IN PSIG SUMMARY OF THE ORi,--~!'~. DAtA FOL. L0t, JS ~ ='!~E N0 NODE I I0 ~? 2O 2~ 10 L.E!'IGTH r',IAMETER ~' FEET) ~ IHCHE=. 100,0 24,0 150.0 2 320'7.0 24.0 t 50 .O "' " 2'4,0 ' = 4 i700.0 lg .0 ~50 .O 5 ~.09 .:7~ 12,0 159.0 1 6 ~50 . ~', ! Z. C: 150.0 7 1500.0 12.0 153.0 ~ 2500.0 16.0 150.0 I i500.0 16,0 ~50.0 CLOSED ~ I?O0,u 12,3 =' ' . _ . ~. 0 150 · 0 11 131~ 0 1" ' ~ n~ ~ I~.A 15~.0 '~ 10 700 ~0 12.0 t50.0 1 ! ..,C. J . 0 150 · 0 I- ? .... ~';r~,a ,~,~ ~ i50.0 4 I'= 1313,0 1:,.0 I~0,~3. 13 !~ I;~13,0 12.0 1~;9,,.,'" d l~ l?l~J,0 12,0 150.0 ,t~ 1200,0 12.0 .=n,~,,. 0 ; 15 ~00,0 12.2 150,0 · 2.~: ~=- .0 ROUGH.NESD i'4INOR L0.c.,E, K I · 0 F..' 1 .00 ,,SO 1 1 , O0 1 .00 1 I .OO 1 ,00 1.00 I O0 1 O0 I O0 1 O0 1 O0 ' O0 I .00 I .00 I .00 i .00 1 .00 1 .00 I ,00 FIXED GRADE &70. O0 t i OC 528.00 52E:, O0 22 21 20 ',"ri'uT CELECTIOf.4- ALL RESULT.-q ARE OUTPUT THIS .c./¢STEM HAS' '"""' PIPES 7 LOOPS ANE 1 FGN$ ~'"~E RESULTS ARE OBTA!!".iE?, ,- 'H~DRALI~.IU~" - 8ELTt. Ir. IE C;,ND ~I~LINE ROAD - ~ALLAS, uOI~...L, Ir,: EhlG!NEEE'S MARCH zT. 19,oi 'UDY #13 F~RE DEMAFFJ t DOMESTIC: PLOI.4~ -~I~E ! 2 ? LINE 11 12 14 !& NO. NOOE 0 2 3 ~ 4 4 5 10 I~ CLOSED 2 5 ' = 5 11 181 .10 7 '~' 1118.52 ~' 10 1~1 ..... 10 14 -~I .4~ 11 12 d I 2 956.05 13 I~ -122.47 1 4 1 5 -4~ · 15 1 ~ -348 ~ 15 13 14 5~8.~2 II I~ 43~,15 F 2 4 7 F !1 NUMBE~i TRIALS WITH AN ACCIJRACY = TEXA.~ ,OUL, r ~ FLONI~ATE ~EAD LOSS PUMP HEAD MINOR LOSS UELOGITY 4405.00 .10 ,OO .15 3,12 3008,85 !.~4 .O0 .07 2.1~ 25~,5~ .2S ,00 .03 1.84 ~S.53 ,31 .O0 .01 23~.49 .OS .00 .01 ,~7 470.~¢' ,41 .00 ,03 1.84 -74.~5 -,02 .00 .00 -.21 -1174,1~ -l,~ .00 -,0~ -1.~1 -15,04,17 -1.~3 .0o -.08 -2.22 HL/IO00 1.04 ,51 .39 .18 .i3 -.~7 -.89 DEI'4Ar ~D GRADE LIHE ELEUAT I ON P~..E~SURE 2r:n ,':. r,o ~87.78 528. O0 80,57 I ,AC' ~&7.45 = .OO ~.~7,37 5~8_ . ..,nO. ~0,~''~ , o .... ~v 521.00 5~.7.~ I ,00 ~.~2 528.00 &O.07 200. O0 ~,~8,:34 528.00 ~0 ,~I 100.00 6~.~ 528.00 5~.94 2009,00 6~.4.7~ ~28.00 5~.28 .65 .00 .02 1.18 .38 ,11 ,CmO .00 .51 .08 · 24 .00 .05 1,78 .5~ 1,4t ,O0 .13 2.8~ 2.01 -I,13 .00 -,12 -2,78 -1.88 -.07 ,O0 -.01 -.73 -.16 · 0~ .00 .01 .57 .07 -.05 ,OD .O0 -.35 ' -.04 -.~2 ,OCl -.02 -1.20 -.40 -,~3 ,00 -.02 -.~ -.28 .0! .00 .OO ,21 ,02 .Te ,00 .04 1.58 .~ · ~,~ .00 .02 t.24 .42 PIPE NLi' BE., I 440~,00 .~.~ :-lET FLOtd INTO THE SYSTEM c'R'Ot'1 FI>::ED G.~.ADE NODES = 440~.00 ~.i~T CL0t,: OUT 0~' TN~ 2.4'F.'.'.~TEM ~f'470 F~':ED G~C. DE ~iOOEr~ ,,= .00 F F F