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HomeMy WebLinkAboutCalcs.pdfGORE CREEK CALC  SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 07/09/14 C:\GORECREE JOB TITLE: GORECREEK.TXT WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 90.0 43.0 1096.0 89.8 56.6 73.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 56.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 56.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 5.0 SOURCE 73.9 56.6 100 35.8 K= 4.90 7.0 13.0 101 35.8 K= 4.90 7.3 13.3 102 36.0 K= 4.90 9.4 15.0 103 36.0 K= 4.90 9.8 15.3 2 1.0 - - - - 52.4 - - - 3 2.0 - - - - 40.9 - - - 4 3.0 - - - - 40.0 - - - 5 3.0 - - - - 26.0 - - - 6 9.4 - - - - 22.5 - - - 7 9.4 - - - - 22.3 - - - 8 9.4 - - - - 22.3 - - - 9 26.8 - - - - 14.7 - - - 10 14.4 - - - - 19.7 - - - 11 14.4 - - - - 19.4 - - - 12 24.4 - - - - 15.0 - - - 13 14.4 - - - - 19.7 - - - 14 14.4 - - - - 19.8 - - - 15 34.4 - - - - 11.2 - - - 16 14.4 - - - - 19.5 - - - 17 24.4 - - - - 15.0 - - - 18 24.4 - - - - 15.0 - - - 19 24.4 - - - - 14.9 - - - 20 36.5 - - - - 9.6 - - - 21 24.4 - - - - 14.9 - - - 22 24.4 - - - - 14.8 - - - 23 37.6 - - - - 9.1 - - - 24 24.4 - - - - 14.9 - - - 25 24.4 - - - - 14.9 - - - 26 24.4 - - - - 14.9 - - - 27 36.5 - - - - 9.6 - - - 28 36.5 - - - - 9.6 - - - 29 36.5 - - - - 9.6 - - - 30 37.7 - - - - 9.0 - - - Page 1 GORE CREEK CALC SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 07/09/14 JOB TITLE: GORECREEK.TXT NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 31 37.6 - - - - 9.0 - - - 32 3.6 - - - - 21.5 - - - 33 2.5 - - - - 52.8 - - - 34 2.0 - - - - 51.9 - - - 35 24.4 - - - - 14.9 - - - 36 14.4 - - - - 19.8 - - - 37 9.4 - - - - 22.1 - - - Page 2 GORE CREEK CALC SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 07/09/14 JOB TITLE: GORECREEK.TXT PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 -13.0 1.055 PL 10.46 PF 0.5 100 35.8 4.9 7.0 13.0 4.8 150 FTG E PE 14.0 32 3.6 0.0 21.5 0.0 0.038 TL 13.06 PV 0.2 Pipe: 2 -13.3 1.055 PL 0.50 PF 0.2 101 35.8 4.9 7.3 13.3 4.9 150 FTG T PE 14.0 32 3.6 0.0 21.5 0.0 0.039 TL 4.70 PV 0.2 Pipe: 3 -26.3 1.055 PL 9.62 PF 2.3 32 3.6 0.0 21.5 0.0 9.6 150 FTG ET PE 14.8 30 37.7 0.0 9.0 0.0 0.139 TL 16.42 PV 0.6 Pipe: 4 -8.8 2.009 PL 0.58 PF 0.0 30 37.7 0.0 9.0 0.0 0.9 150 FTG ---- PE 0.0 31 37.6 0.0 9.0 0.0 0.001 TL 0.58 PV 0.0 Pipe: 5 -15.0 1.055 PL 3.83 PF 0.3 102 36.0 4.9 9.4 15.0 5.5 150 FTG E PE 0.7 31 37.6 0.0 9.0 0.0 0.049 TL 6.43 PV 0.2 Pipe: 6 -23.9 2.009 PL 2.17 PF 0.1 31 37.6 0.0 9.0 0.0 2.4 150 FTG ET PE 0.0 23 37.6 0.0 9.1 0.0 0.005 TL 15.67 PV 0.0 Pipe: 7 -0.0 2.009 PL 13.17 PF 0.0 23 37.6 0.0 9.1 0.0 0.0 150 FTG E PE 5.7 22 24.4 0.0 14.8 0.0 0.000 TL 18.37 PV 0.0 Pipe: 8 -17.5 2.009 PL 8.08 PF 0.1 30 37.7 0.0 9.0 0.0 1.8 150 FTG 2ET PE 0.5 29 36.5 0.0 9.6 0.0 0.003 TL 26.78 PV 0.0 Pipe: 9 -19.4 2.009 PL 2.67 PF 0.0 29 36.5 0.0 9.6 0.0 2.0 150 FTG T PE 0.0 20 36.5 0.0 9.6 0.0 0.003 TL 10.97 PV 0.0 Pipe: 10 -19.4 2.009 PL 12.17 PF 0.1 20 36.5 0.0 9.6 0.0 2.0 150 FTG E PE 5.2 19 24.4 0.0 14.9 0.0 0.003 TL 17.37 PV 0.0 Pipe: 11 1.9 2.009 PL 0.50 PF 0.0 29 36.5 0.0 9.6 0.0 0.2 150 FTG ---- PE 0.0 28 36.5 0.0 9.6 0.0 0.000 TL 0.50 PV 0.0 Pipe: 12 -15.3 2.009 PL 0.50 PF 0.0 103 36.0 4.9 9.8 15.3 1.6 150 FTG T PE 0.2 28 36.5 0.0 9.6 0.0 0.002 TL 8.80 PV 0.0 Pipe: 13 -13.4 2.009 PL 12.83 PF 0.0 28 36.5 0.0 9.6 0.0 1.4 150 FTG T PE 0.0 27 36.5 0.0 9.6 0.0 0.002 TL 21.13 PV 0.0 Page 3 GORE CREEK CALC SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 07/09/14 JOB TITLE: GORECREEK.TXT PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 14 -13.4 2.009 PL 12.17 PF 0.0 27 36.5 0.0 9.6 0.0 1.4 150 FTG E PE 5.2 26 24.4 0.0 14.9 0.0 0.002 TL 17.37 PV 0.0 Pipe: 15 -13.4 2.009 PL 7.12 PF 0.0 26 24.4 0.0 14.9 0.0 1.4 150 FTG ET PE 0.0 25 24.4 0.0 14.9 0.0 0.002 TL 20.62 PV 0.0 Pipe: 16 -21.1 2.009 PL 0.50 PF 0.0 25 24.4 0.0 14.9 0.0 2.1 150 FTG T PE 0.0 12 24.4 0.0 15.0 0.0 0.004 TL 8.80 PV 0.0 Pipe: 17 -30.7 2.009 PL 10.00 PF 0.1 12 24.4 0.0 15.0 0.0 3.1 150 FTG E PE 4.3 11 14.4 0.0 19.4 0.0 0.008 TL 15.20 PV 0.1 Pipe: 18 7.7 2.009 PL 6.92 PF 0.0 25 24.4 0.0 14.9 0.0 0.8 150 FTG T PE 0.0 24 24.4 0.0 14.9 0.0 0.001 TL 15.22 PV 0.0 Pipe: 19 7.7 2.009 PL 12.79 PF 0.0 24 24.4 0.0 14.9 0.0 0.8 150 FTG ---- PE 0.0 21 24.4 0.0 14.9 0.0 0.001 TL 12.79 PV 0.0 Pipe: 20 23.9 2.009 PL 2.79 PF 0.1 21 24.4 0.0 14.9 0.0 2.4 150 FTG ET PE 5.7 23 37.6 0.0 9.1 0.0 0.005 TL 16.29 PV 0.0 Pipe: 21 -16.2 2.009 PL 13.75 PF 0.0 21 24.4 0.0 14.9 0.0 1.6 150 FTG E PE 0.0 18 24.4 0.0 15.0 0.0 0.002 TL 18.95 PV 0.0 Pipe: 22 -19.4 2.009 PL 1.50 PF 0.0 19 24.4 0.0 14.9 0.0 2.0 150 FTG E PE 0.0 35 24.4 0.0 14.9 0.0 0.003 TL 6.70 PV 0.0 Pipe: 23 -9.8 2.009 PL 4.58 PF 0.0 35 24.4 0.0 14.9 0.0 1.0 150 FTG T PE 0.0 18 24.4 0.0 15.0 0.0 0.001 TL 12.88 PV 0.0 Pipe: 24 -9.6 2.009 PL 14.54 PF 0.0 35 24.4 0.0 14.9 0.0 1.0 150 FTG E PE 0.0 12 24.4 0.0 15.0 0.0 0.001 TL 19.74 PV 0.0 Pipe: 25 -26.0 2.009 PL 5.00 PF 0.1 18 24.4 0.0 15.0 0.0 2.6 150 FTG T PE 0.0 17 24.4 0.0 15.0 0.0 0.006 TL 13.30 PV 0.0 Pipe: 26 -26.0 2.009 PL 10.00 PF 0.1 17 24.4 0.0 15.0 0.0 2.6 150 FTG E PE 4.3 16 14.4 0.0 19.5 0.0 0.006 TL 15.20 PV 0.0 Page 4 GORE CREEK CALC SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 07/09/14 JOB TITLE: GORECREEK.TXT PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 27 16.1 2.009 PL 20.00 PF 0.1 15 34.4 0.0 11.2 0.0 1.6 150 FTG E PE 8.7 14 14.4 0.0 19.8 0.0 0.002 TL 25.20 PV 0.0 Pipe: 28 -16.1 2.009 PL 43.38 PF 0.2 15 34.4 0.0 11.2 0.0 1.6 150 FTG 6E2T PE 3.3 9 26.8 0.0 14.7 0.0 0.002 TL 91.18 PV 0.0 Pipe: 29 -16.1 2.009 PL 12.33 PF 0.0 9 26.8 0.0 14.7 0.0 1.6 150 FTG E PE 7.5 8 9.4 0.0 22.3 0.0 0.002 TL 17.53 PV 0.0 Pipe: 30 -26.0 2.009 PL 18.62 PF 0.2 16 14.4 0.0 19.5 0.0 2.6 150 FTG 2T PE 0.0 13 14.4 0.0 19.7 0.0 0.006 TL 35.22 PV 0.0 Pipe: 31 16.1 2.009 PL 0.50 PF 0.0 14 14.4 0.0 19.8 0.0 1.6 150 FTG T PE 0.0 36 14.4 0.0 19.8 0.0 0.002 TL 8.80 PV 0.0 Pipe: 32 33.3 2.009 PL 5.08 PF 0.1 36 14.4 0.0 19.8 0.0 3.4 150 FTG T PE 0.0 13 14.4 0.0 19.7 0.0 0.009 TL 13.38 PV 0.1 Pipe: 33 -17.1 2.009 PL 39.71 PF 0.2 36 14.4 0.0 19.8 0.0 1.7 150 FTG 3ET PE 2.2 37 9.4 0.0 22.1 0.0 0.003 TL 63.61 PV 0.0 Pipe: 34 7.3 2.009 PL 8.42 PF 0.0 13 14.4 0.0 19.7 0.0 0.7 150 FTG ---- PE 0.0 10 14.4 0.0 19.7 0.0 0.001 TL 8.42 PV 0.0 Pipe: 35 -30.7 2.009 PL 8.58 PF 0.2 11 14.4 0.0 19.4 0.0 3.1 150 FTG E2T PE 0.0 10 14.4 0.0 19.7 0.0 0.008 TL 30.38 PV 0.1 Pipe: 36 -23.4 2.009 PL 36.38 PF 0.3 10 14.4 0.0 19.7 0.0 2.4 150 FTG 5E PE 2.2 37 9.4 0.0 22.1 0.0 0.005 TL 62.38 PV 0.0 Pipe: 37 -40.5 2.009 PL 9.67 PF 0.2 37 9.4 0.0 22.1 0.0 4.1 150 FTG E PE 0.0 7 9.4 0.0 22.3 0.0 0.013 TL 14.87 PV 0.1 Pipe: 38 -16.1 2.009 PL 1.25 PF 0.0 8 9.4 0.0 22.3 0.0 1.6 150 FTG T PE 0.0 7 9.4 0.0 22.3 0.0 0.002 TL 9.55 PV 0.0 Pipe: 39 -56.6 2.009 PL 2.50 PF 0.2 7 9.4 0.0 22.3 0.0 5.7 150 FTG E PE 0.0 6 9.4 0.0 22.5 0.0 0.025 TL 7.70 PV 0.2 Page 5 GORE CREEK CALC SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 07/09/14 JOB TITLE: GORECREEK.TXT PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 40 -56.6 2.009 PL 6.42 PF 0.7 6 9.4 0.0 22.5 0.0 5.7 150 FTG ECB PE 2.8 5 3.0 0.0 26.0 0.0 0.025 TL 28.62 PV 0.2 Pipe: 41 FIXED PRESSURE LOSS DEVICE 4 3.0 0.0 40.0 0.0 14.0 psi, 56.6 gpm 5 3.0 0.0 26.0 0.0 Pipe: 42 -56.6 2.009 PL 2.00 PF 0.5 4 3.0 0.0 40.0 0.0 5.7 150 FTG CB PE 0.4 3 2.0 0.0 40.9 0.0 0.025 TL 19.00 PV 0.2 Pipe: 43 FIXED PRESSURE LOSS DEVICE 34 2.0 0.0 51.9 0.0 11.0 psi, 56.6 gpm 3 2.0 0.0 40.9 0.0 Pipe: 44 -56.6 2.009 PL 1.00 PF 0.0 34 2.0 0.0 51.9 0.0 5.7 150 FTG ---- PE 0.4 2 1.0 0.0 52.4 0.0 0.025 TL 1.00 PV 0.2 Pipe: 45 -56.6 1.985 PL 30.00 PF 1.1 2 1.0 0.0 52.4 0.0 5.9 150 FTG 2E PE 0.6 33 2.5 0.0 52.8 0.0 0.026 TL 40.40 PV 0.2 Pipe: 46 -56.6 1.025 PL 30.00 PF 22.2 33 2.5 0.0 52.8 0.0 22.0 150 FTG EG PE 1.1 1 5.0 SRCE 73.9 (N/A) 0.661 TL 33.60 PV 3.3 NOTES: (1) Calculations were performed by the HASS 5.7.0 computer program under license no. 416J187 granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 (2) The system has been balanced to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.036 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 22.0 ft/sec at pipe 46. Page 6 GORE CREEK CALC SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date: 07/09/14 JOB TITLE: GORECREEK.TXT (4) PIPE FITTINGS TABLE Pipe Table Name: CUSTOM.PIP PAGE: A MATERIAL: AQTRM HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEl ChkVl BfyVl GatVl AlmCk DPVlv Page 7 GORE CREEK CALC SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 Date: 07/09/14 JOB TITLE: GORECREEK.TXT WATER SUPPLY CURVE 120+ | | | 110+ | | | 100+ | | | 900\ | \ | \ | \ P 80+ \ R | \ E X \ S | \ S 70+ \ U | \\ R | \ E | \ 60+ \ ( | \ P | \ S | \ I 50+ \ ) | \ | \ | * <-43.0 psi @ 1096 gpm 40+ Flow Test Point | | | 30+ | | |============================== 20+ LEGEND " | " | X = Required Water Supply " | 73.94 psi @ 56.6 gpm " 10+ " | 0 = Available Water Supply " | 89.80 psi @ 56.6 gpm " | " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) Page 8