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HomeMy WebLinkAboutHydraulic Calculations - COM Engineering / Geo-Tech Reports - 12/13/2004 HYDRAULIC CALCULATIONS for 161 S.E.Collier Rd. SOUTHSIDE SCHOOL-BUILDING#3 ADD/REMODEL Shelton,Washington 98584 CONTRACT NO. 04-100 DATE December 13, 2004 DESIGN DATA: REMOTE AREA LOCATION West end OCCUPANCY CLASSIFICATION Light DENSITY 0.100 gpm/sq.ft REMOTE AREA SIZE 1457.0 sq.ft COVERAGE PER SPRINKLER 85.7 sq.ft NO. OF SPRINKLER CALCULATED 17 IN-RACK DEMAND 0.0 gpm SOURCE HOSE DEMAND 100.0 gpm TOTAL WATER INCLUDING HOSE 423.3 gpm NAME OF CONTRACTOR Knight Fire Protection, Inc. ADDRESS 9702 Lathrop Industrial Dr. SW,Olympia, Washington 98512 NAME OF DESIGNER R. Knight AUTHORITY HAVING JURISDICTION Mason County Fire Marshall C=120 K=5.6 Increase Area 30%for pitch-Reduce Area 25%for Q.R. Heads mectio Inc `t' gl0�e Corti rtifi 3 vel had 92-03- 0 S ; hrs• to SAtinx� R. OmniCADD Hydraulic Calculation Software v. 1.1 December 13, 2004 Southside School-Building#3 Page: 1 GENERAL RESULTS Total Demand 423.25 gpm Additional Allowances 0.00 gpm Discharge from Sprinklers 323.48 gpm Average Imbalance 0.04 gpm Maximum Imbalance 0.5 gpm Maximum Velocity @ Pipe: pp21 18.09 ft/s Source s1 Static Pressure 61.00 psi Residual Pressure 20.00 psi Required Pressure 45.28 psi Available Pressure 57.05 psi Flow 1500.00 gpm Hose Allowance at Source 100.00 gpm Water Flowing at Source 423.25 gpm psi A 60 E 50 D 40 30 20 B 10 0 C200 400 600 800 1000 1200 1400 gpm A: 61.00 psi @ 0.00 gpm B: 20.00 psi @ 1500.00 gpm C: 8.23 psi @ 0.00 gpm D: 45.28 psi @ 423.25 gpm E: 57.05 psi @ 423.25 gpm OmniCADD Hydraulic Calculation Software v. 1.1 I December 13, 2004 Southside School-Building#3 Page: 2 t , NODES Node# Type K-Factor Elevation Pressure Discharge ft psi qpM s1 Src - -3.00 45.28 100.00 h1 Head 5.60 16.00 16.07 22.45 h2 Head 5.60 16.00 14.95 21.66 h3 Head 5,60 16.00 14.64 21.43 h4 Head 5.60 14.00 13.35 20.46 h5 Head 5.60 14.00 11.64 19.11 h6 Head 5.60 14.00 10.86 18.45 h7 Head 5.60 14.00 10.64 18.27 h8 Head 5.60 12.25 10.91 18.50 h9 Head 5.60 12.25 9.75 17.49 h10 Head 5.60 12.25 9.22 17.00 h11 Head 5.60 12.25 12.04 19.43 h12 Head 5.60 12.25 8.87 16.68 h13 Head 5.60 11.25 13.44 20.53 h14 Head 5.60 11.25 11.48 18.97 h15 Head 5.60 11.25 10.36 18.03 h16 Head 5.60 11.25 9.85 17.57 h17 Head 5.60 11.25 9.71 17.45 n1 Node - 13.50 32.79 - n2 Node - 9.50 35.27 - n3 Node - 13.50 30.54 - n4 Node - 9.50 37.68 - n5 Node - 1.00 43.28 - n6 Node - 9.50 37.14 - n7 Node - 9.50 36.06 - n8 Node - 16.00 16.77 - n9 Node - 13.50 19.33 - n10 Node - 14.00 15.79 - n11 Node - 13.50 17.49 - n12 Node - 14.00 14.21 - n13 Node - 14.00 12.40 - n14 Node - 14.00 11.56 - n15 Node - 14.00 11.33 - n16 Node - 13.50 17.30 - n17 Node - 13.50 16.87 - n18 Node - 11.25 17.36 - n19 Node - 12.25 14.38 - n20 Node - 11.25 16.94 - n21 Node - 12.25 12.34 - n22 Node - 12.25 9.10 - n23 Node - 11.25 16.76 - OmniCADD Hydraulic Calculation Software v. 1.1 December 13, 2004 Southside School-Building#3 Page: 3 PIPES Pipe# Start Node/End Node Flow I.D. HWC Friction Fitting Pipe Len. Pres. Fr. # Elev. K-F Pres. Dis. Vel. Loss Tot.Len. Loss El. ft psi gpm PPM in psi/ft ft psi Vl. fus pp1 h1 16.0 5.60 23.0 22.5 43.1 1.536 120. 0.084 - 13.3 1.118 h2 16.0 5.60 21.9 21.7 7.5 13.3 0.000 0.009 pp2 n8 16.0 - 23.7 - 65.5 1.536 120. 0.183 L 1.5 0.694 h1 16.0 5.60 23.0 22.5 11.3 3.8 0.000 0.013 pp3 h2 16.0 5.60 21.9 21.7 21.4 1.536 120. 0.023 - 13.4 0.309 h3 16.0 5.60 21.6 21.4 3.7 13.4 0.000 0.004 pp4 h8 12.2 5.60 16.2 18.5 51.2 1.536 120. 0.116 - 10.0 1.155 h9 12.2 5.60 15.1 17.5 8.9 10.0 0.000 0.010 pp5 n21 12.2 - 17.6 - 69.7 1.536 120. 0.205 - 7.0 1.431 h8 12.2 5.60 16.2 18.5 12.1 7.0 0.000 0.014 pp6 h9 12.2 5.60 15.1 17.5 33.7 1.536 120. 0.053 - 10.0 0.533 h10 12.2 5.60 14.5 17.0 5.8 10.0 0.000 0.007 pp7 h10 12.2 5.60 14.5 17.0 16.7 1.536 120. 0.015 - 8.5 0.123 n22 12.2 - 14.4 - 2.9 8.5 0.000 0.003 pp8 h13 11.2 5.60 18.3 20.5 72.0 1.536 120. 0.218 - 9.0 1.957 h14 11.2 5.60 16.3 19.0 12.5 9.0 0.000 0.015 pp9 n23 11.2 - 21.6 - 92.6 1.536 120. 0.346 K 4.0 3.319 h13 11.2 5.60 18.3 20.5 16.0 9.6 0.000 0.019 pp10 h14 11.2 5.60 16.3 19.0 53.1 1.536 120. 0.124 9.0 1.112 h15 11.2 5.60 15.2 18.0 9.2 9.0 0.000 0.011 pp11 h15 11.2 5.60 15.2 18.0 35.0 1.536 120. 0.057 - 9.0 0.516 h16 11.2 5.60 14.7 17.6 6.1 9.0 0.000 0.007 pp12 h16 11.2 5.60 14.7 17.6 17.5 1.536 120. 0.016 - 8.5 0.134 h17 11.2 5.60 14.6 17.5 3.0 8.5 0.000 0.004 pp13 n9 13.5 - 25.2 - 65.5 1.536 120. 0.183 K 2.5 1.479 n8 16.0 - 23.7 - 11.3 8.1 1.082 0.013 pp14 n11 13.5 - 23.3 - 76.3 1.536 120. 0.242 K 0.5 1.475 n10 14.0 - 21.9 - 13.2 6.1 0.216 0.015 pp15 n10 14.0 - 21.9 - 76.3 1.536 120. 0.242 E 1.5 1.585 n12 14.0 - 20.3 - 13.2 6.6 0.000 0.015 pp16 n12 14.0 - 20.3 - 55.8 1.536 120. 0.136 - 13.3 1.805 n13 14.0 - 18.5 - 9.7 13.3 0.000 0.011 pp17 n13 14.0 - 18.5 - 36.7 1.536 120. 0.063 - 13.4 0,836 n14 14.0 - 17.6 - 6.4 13.4 0.000 0.007 pp18 n14 14.0 - 17.6 - 18.3 1.536 120. 0.017 - 13.3 0.229 n15 14.0 - 17.4 - 3.2 13.3 0.000 0.004 pp19 n20 11.2 - 21.8 - 89.1 1.536 120. 0.323 K 1.0 2.127 n19 12.2 - 19.7 - 15.4 6.6 0.433 0.018 pp20 n19 12.2 - 19.7 - 89.1 1.536 120. 0.323 L 4.0 2.030 n21 12.2 - 17.6 - 15.4 6.3 0.000 0.018 OmniCADD Hydraulic Calculation Software v. 1.1 December 13, 2004 Southside School- Building#3 Page: 4 PIPES Pipe# Start Node/End Node Flow I.D. HWC Friction Fitting Pipe Len. Pres. Fr. # Elev. K-F Pres. Dis. Vel. Loss Tot.Len. Loss El. ft psi gpm OPM in psi/ft ft psi VI. ft/s pp21 n3 13.5 - 36.4 - 323.5 2.703 120. 0.224 K 38.0 11.162 n9 13.5 - 25.2 - 18.1 50.0 0.000 0.007 pp22 n9 13.5 - 25.2 - 257.9 2.703 120. 0.147 - 12.5 1.836 n11 13.5 - 23.3 - 14.4 12.5 0.000 0.005 pp23 n11 13.5 - 23.3 - 181.7 2.703 120. 0.077 - 2.5 0.192 n16 13.5 - 23.1 - 10.2 2.5 0.000 0.004 pp24 n16 13.5 - 23.1 - 181.7 2.703 120. 0.077 L 1.5 0.422 n17 13.5 - 22.7 - 10.2 5.5 0.000 0.004 pp25 n17 13.5 - 22.7 - 181.7 2.703 120. 0.077 L 2.2 0.480 n 18 11.2 - 22.2 - 10.2 6.2 0.974 0.004 pp26 n18 11.2 - 22.2 - 181.7 2.703 120. 0.077 L 1.5 0.422 n20 11.2 - 21.8 - 10.2 5.5 0.000 0.004 pp27 n20 11.2 - 21.8 - 92.6 2.703 120. 0.022 - 8.0 0.176 n23 11.2 - 21.6 - 5.2 8.0 0.000 0.002 pp28 n2 9.5 - 39.4 - 323.5 3.314 120. 0.083 L 4.0 0.745 n1 13.5 - 38.6 - 12.0 9.0 1.732 0.003 pp29 n1 13.5 - 38.6 - 323.5 3.314 120. 0.083 L 22.0 2.234 n3 13.5 - 36.4 - 12.0 27.0 0.000 0.003 pp30 n7 9.5 - 40.2 - 323.5 3.314 120. 0.083 L 4.5 0.786 n2 9.5 - 39.4 - 12.0 9.5 0.000 0.003 pp31 n5 1.0 - 43.7 - 323.5 3.314 120. 0.083 B 8.5 1.908 n4 9.5 - 41.8 - 12.0 23.1 3.681 0.003 pp32 n4 9.5 - 41.8 - 323.5 3.314 120. 0.083 L 1.5 0.538 n6 9.5 - 41.3 - 12.0 6.5 0.000 0.003 pp33 n6 9.5 - 41.3 - 323.5 3.314 120. 0.083 L 8.0 1.076 n7 9.5 - 40.2 - 12.0 13.0 0.000 0.003 pp34 n12 14.0 - 20.3 - 20.5 1.080 120. 0.118 T 1.5 0.856 h4 14.0 5.60 19.4 20.5 7.2 7.3 0.000 0.017 pp35 n13 14.0 - 18.5 - 19.1 1.080 120. 0.104 T 1.5 0.754 h5 14.0 5.60 17.7 19.1 6.7 7.3 0.000 0.016 pp36 n14 14.0 - 17.6 - 18.5 1.080 120. 0.097 T 1.5 0.706 h6 14.0 5.60 16.9 18.5 6.5 7.3 0.000 0.015 pp37 n15 14.0 - 17.4 - 18.3 1.080 120. 0.095 T 1.5 0.693 h7 14.0 5.60 16.7 18.3 6.4 7.3 0.000 0.015 pp38 n21 12.2 - 17.6 - 19.4 1.080 120. 0.107 E 0.5 0.300 h11 12.2 5.60 17.3 19.4 6.8 2.8 0.000 0.016 pp39 �n22 12.2 - 14.4 - 16.7 1.080 120. 0.081 E 0.5 0.226 h12 12.2 5.60 14.2 16.7 5.8 2.8 0.000 0.014 pp40 s1 -3.0 - 44.0 100.0 323.5 4.100 140. 0.022 H 4.0 0.264 n5 1.0 - 43.7 - 7.9 12.0 1.732 0.001 OmniCADD Hydraulic Calculation Software v. 1.1 • December 13, 2004 Southside School-Building#3 Page: 1 �►1 �i2 N6 �1►�4 R4- µq Oil � NI9 Kl�p Ntl µ23 OmniCADD Hydraulic Calculation Software v. 1.1 I December 13, 2004 Southside School-Building#3 Page: 5 N� K� � r�q �. 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