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HomeMy WebLinkAbout4498 LRC HYD CALC RA-01Ryan Fireprotection Inc. 9740 E. 148th Street Noblesville, IN 46060 800.409.7606 Job Name : LANDMARK Building : 13590 N. MERIDIAN ST. Location : LOWER LEVEL System : 1 Contract : 4498 Data File : 4498 LANDMARK RA-01-WET.WXF Computer Programs by Hydratec Inc. Revision: 50.53.5 Ryan Fireprotection Inc. Page 1 LANDMARK Date 10/23/18 10 20 30 40 E 50 R 60 U 70 S 80 S 90 E 100 R 110 P 120 130 140 150 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N ^ 1.85 ) City Water Supply: Demand: C1 C2 C1 - Static Pressure : 90 C2 - Residual Pressure: 80 C2 - Residual Flow : 1200 D1 - Elevation : 2.599 D2 - System Flow : 173.127 D2 - System Pressure : 62.155 Hose ( Demand ) : 100 D3 - System Demand : 273.127 Safety Margin : 27.198 D1 D2 D3 Water Supply Curve C Computer Programs by Hydratec Inc. Revision: 50.53.5 Ryan Fireprotection Inc. Page 2 LANDMARK Date 10/23/18 Fitting Legend Abbrev. Name ½ ¾ 1 1¼ 1½ 2 2½ 3 3½ 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 Dvc Dry Vic 768 NXT 3 9 8 17 21 22 50 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 I 90' Grvd-Vic Elbow #10 0 0 2 3 4 3.5 6 5 8 7 8.5 10 13 17 20 23 25 33 36 40 N * CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 O * CPVC Tee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 V 90' Ell Firelock #001 0 0 0 0 0 3.5 4.3 5 0 6.8 8.5 10 13 4.5 5.1 0 0 0 0 0 Zcb Colt C200 Vert Butt Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Fittings Used Summary Computer Programs by Hydratec Inc. Revision: 50.53.5 Ryan Fireprotection Inc. Page 3 LANDMARK Date 10/23/18 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. S1 9.0 5.6 8.77 na 16.58 0.1 146 7.0 S2 9.0 5.6 9.61 na 17.36 0.1 108 7.0 S3 9.0 5.6 12.25 na 19.6 0.1 196 7.0 S4 9.0 5.6 13.13 na 20.29 0.1 198 7.0 S5 9.0 5.6 11.89 na 19.31 0.1 193 7.0 S6 9.0 13.2 na S7 9.0 13.2 na S8 9.0 5.6 12.22 na 19.58 0.1 102 7.0 S9 9.0 5.6 13.03 na 20.22 0.1 127 7.0 S10 9.0 5.6 13.9 na 20.88 0.1 164 7.0 S12 9.0 5.6 11.88 na 19.31 0.1 165 7.0 101 9.67 8.86 na 102 9.67 9.63 na 103 9.67 12.35 na 105 9.67 12.1 na 104 9.67 13.25 na 106 9.67 12.91 na 108 9.67 12.91 na 109 9.67 13.15 na 112 9.67 12.1 na 111 9.67 13.62 na 110 9.67 14.05 na A1 9.67 15.92 na A2 9.67 16.15 na A3 9.67 25.68 na A4 9.67 53.48 na TR2 9.32 51.43 na BR2 4.49 56.52 na TR1 11.67 53.11 na BR1 4.49 56.52 na UG1 -6.0 65.9 na SRC 3.0 62.15 na 100.0 The maximum velocity is 18.05 and it occurs in the pipe between nodes 103 and A1 Pressure / Flow Summary - STANDARD Computer Programs by Hydratec Inc. Revision: 50.53.5 Ryan Fireprotection Inc. Page 4 LANDMARK Date 10/23/18 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf S1 9 5.60 16.58 1 N 7.0 0.920 150 8.771 to 0.0 7.000 -0.290 101 9.670 16.58 1.101 0.0 7.920 0.0481 0.381 Vel = 5.59 0.0 101 16.58 8.862 K Factor = 5.57 S2 9 5.60 17.36 1 O 5.0 0.920 150 9.612 to 0.0 5.000 -0.290 102 9.670 17.36 1.101 0.0 5.920 0.0524 0.310 Vel = 5.85 0.0 102 17.36 9.632 K Factor = 5.59 S3 9 5.60 19.60 1 O 5.0 0.920 150 12.250 to 0.0 5.000 -0.290 103 9.670 19.6 1.101 0.0 5.920 0.0655 0.388 Vel = 6.60 0.0 103 19.60 12.348 K Factor = 5.58 S4 9 5.60 20.29 1 O 5.0 0.920 150 13.128 to 0.0 5.000 -0.290 104 9.670 20.29 1.101 0.0 5.920 0.0699 0.414 Vel = 6.84 0.0 104 20.29 13.252 K Factor = 5.57 S5 9 5.60 19.31 1 N 7.0 0.920 150 11.889 to 0.0 7.000 -0.290 105 9.670 19.31 1.101 0.0 7.920 0.0638 0.505 Vel = 6.51 0.0 105 19.31 12.104 K Factor = 5.55 S6 9 0.0 1 N 7.0 2.000 150 13.205 to O 5.0 12.000 -0.290 106 9.670 0.0 1.101 0.0 14.000 -0.0001 -0.001 Vel = 0 0.0 106 0.0 12.914 K Factor = 0 S7 9 0.0 1 N 7.0 2.000 150 13.205 to O 5.0 12.000 -0.290 106 9.670 0.0 1.101 0.0 14.000 -0.0001 -0.001 Vel = 0 0.0 106 0.0 12.914 K Factor = 0 S8 9 5.60 19.58 1 N 7.0 3.000 150 12.224 to O 5.0 12.000 -0.290 108 9.670 19.58 1.101 0.0 15.000 0.0653 0.980 Vel = 6.60 0.0 108 19.58 12.914 K Factor = 5.45 S9 9 5.60 20.22 1 O 5.0 0.920 150 13.034 to 0.0 5.000 -0.290 109 9.670 20.22 1.101 0.0 5.920 0.0694 0.411 Vel = 6.81 0.0 109 20.22 13.155 K Factor = 5.57 S10 9 5.60 20.88 1 O 5.0 0.920 150 13.902 to 0.0 5.000 -0.290 110 9.670 20.88 1.101 0.0 5.920 0.0736 0.436 Vel = 7.04 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.53.5 Ryan Fireprotection Inc. Page 5 LANDMARK Date 10/23/18 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 0.0 110 20.88 14.048 K Factor = 5.57 S12 9 5.60 19.31 1 N 7.0 0.920 150 11.884 to 0.0 7.000 -0.290 112 9.670 19.31 1.101 0.0 7.920 0.0638 0.505 Vel = 6.51 0.0 112 19.31 12.099 K Factor = 5.55 101 9.670 16.58 1 N 7.0 9.000 150 8.862 to 0.0 7.000 0.0 102 9.670 16.58 1.101 0.0 16.000 0.0481 0.770 Vel = 5.59 102 9.670 17.37 1 N 7.0 8.000 150 9.632 to 0.0 7.000 0.0 103 9.670 33.95 1.101 0.0 15.000 0.1811 2.716 Vel = 11.44 103 9.670 19.60 1 O 5.0 3.500 150 12.348 to 0.0 5.000 0.0 A1 9.670 53.55 1.101 0.0 8.500 0.4207 3.576 Vel = 18.05 0.0 A1 53.55 15.924 K Factor = 13.42 105 9.670 19.31 1 N 7.0 11.000 150 12.104 to 0.0 7.000 0.0 104 9.670 19.31 1.101 0.0 18.000 0.0638 1.148 Vel = 6.51 104 9.670 20.29 1 O 5.0 6.100 150 13.252 to 0.0 5.000 0.0 A1 9.670 39.6 1.101 0.0 11.100 0.2407 2.672 Vel = 13.34 0.0 A1 39.60 15.924 K Factor = 9.92 106 9.670 0.0 1 0.0 8.700 150 12.914 to 0.0 0.0 0.0 108 9.670 0.0 1.101 0.0 8.700 0 0.0 Vel = 0 108 9.670 19.58 1 0.0 3.670 150 12.914 to 0.0 0.0 0.0 109 9.670 19.58 1.101 0.0 3.670 0.0657 0.241 Vel = 6.60 109 9.670 20.22 1 O 5.0 7.330 150 13.155 to 0.0 5.000 0.0 A2 9.670 39.8 1.101 0.0 12.330 0.2430 2.996 Vel = 13.41 0.0 A2 39.80 16.151 K Factor = 9.90 112 9.670 19.31 1 2N 14.0 9.830 150 12.099 to 0.0 14.000 0.0 111 9.670 19.31 1.101 0.0 23.830 0.0637 1.519 Vel = 6.51 111 9.670 0.0 1 0.0 6.750 150 13.618 to 0.0 0.0 0.0 110 9.670 19.31 1.101 0.0 6.750 0.0637 0.430 Vel = 6.51 110 9.670 20.87 1 O 5.0 3.500 150 14.048 to 0.0 5.000 0.0 A2 9.670 40.18 1.101 0.0 8.500 0.2474 2.103 Vel = 13.54 0.0 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.53.5 Ryan Fireprotection Inc. Page 6 LANDMARK Date 10/23/18 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf A2 40.18 16.151 K Factor = 10.00 A1 9.670 93.15 2.5 0.0 9.000 150 15.924 to 0.0 0.0 0.0 A2 9.670 93.15 2.423 0.0 9.000 0.0252 0.227 Vel = 6.48 A2 9.670 79.98 2.5 2N 24.0 84.330 150 16.151 to O 12.0 36.000 0.0 A3 9.670 173.13 2.423 0.0 120.330 0.0792 9.526 Vel = 12.05 A3 9.670 0.0 2.5 9N 108.0 243.250 150 25.677 to 0.0 108.000 0.0 A4 9.670 173.13 2.423 0.0 351.250 0.0792 27.807 Vel = 12.05 A4 9.670 0.0 3 V 7.237 11.500 120 53.484 to 0.0 7.237 -0.866 TR1 11.670 173.13 3.31 0.0 18.737 0.0262 0.490 Vel = 6.46 0.0 TR1 173.13 53.108 K Factor = 23.76 TR2 9.320 0.0 3 B 13.44 4.810 120 51.431 to Fsp 0.0 20.160 5.092 * * Fixed Loss = 3 BR2 4.490 0.0 3.26 I 6.72 24.970 0 0.0 Vel = 0 BR2 4.490 0.0 4 T 26.334 1.980 120 56.523 to 0.0 26.334 0.0 BR1 4.490 0.0 4.26 0.0 28.314 0 0.0 Vel = 0 0.0 BR1 0.0 56.523 K Factor = 0 TR1 11.670 173.13 4 Dvc 19.734 8.670 100 53.108 to 0.0 19.735 3.110 BR1 4.490 173.13 4.26 0.0 28.405 0.0107 0.305 Vel = 3.90 BR1 4.490 0.0 4 E 19.896 6.000 150 56.523 to Zcb 0.0 19.897 9.249 * * Fixed Loss = 4.706 UG1 -6 173.13 4.26 0.0 25.897 0.0051 0.132 Vel = 3.90 UG1 -6 0.0 6 2E 45.637 110.000 150 65.904 to 2G 9.779 66.825 -3.898 SRC 3 173.13 6.16 F 11.409 176.825 0.0008 0.149 Vel = 1.86 100.00 Qa = 100.00 SRC 273.13 62.155 K Factor = 34.64 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.53.5