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Specifications • • Z Z '4 -C-iA) 5 4- ' `" //S �� ' 1 Job Number: 0003 • HYDRAULIC CALCULATIONS Location: RAJA FRESH TIGARD 12286 SW SCHOLLS FERRY ROAD TIGARD, OR. 97223 Job Number: R@6-3 00 3S • Design Area: t>1 4.) (:\ a EA Date: 09/24/00 13:49:31 Design Data: Occupancy Classification: Ordinary Group I Density: 0.15gpm /ft Area of Application: 900.00ft (Actual 2018.21ft Coverage Per Sprinkler: 120.00ft Number of Sprinklers Calculated: 29 Outside Hose Streams: 250.00 Total Hose Streams: 250.00 Total Water Required: 853.17 Including hose streams Maximum Pressure Unbalance In Loops: 0.000 Volume of Water in Pipes: 236.94gal Maximum Velocity Above Ground: 22.43 between nodes 175 and 179 Maximum Velocity Under Ground: 6.25 between nodes 1 and 3 Supply Pressure(s): Available Required Safety Margin Supply node tag: 1 64.360 56.611 7.748 • Name of Contractor: Guardian Sprinkler, Inc. Address: PO Box 30265 PORTLAND, OR. 97294 Designer: STEPHEN JONES State Certification /License Number: Authority Having Jurisdiction: © 1997 -2000, M.E.P.CAD, Inc. 09/24/00 13:50:35 Page 1 • • Job Number. 0003 • WATER SUPPLY DATA SOURCE STATIC RESIDUAL FLOW AVAILABLE TOTAL REQUIRED NODE PRESSURE PRESSURE @ PRESSURE @ DEMAND PRESSURE TAG (psi) (psi) (gpm) (psi) (gpm) (psi) 1 75.000 55.000 1200.00 64.360 603.17 56.611 SUMMARY OF OUTFLOWING DEVICES ACTUAL MINIMUM DEVICE FLOW FLOW K- FACTOR PRESSURE DENSITY (gpm) (gpm) (psi) (gpm /ft SPR 325 20.64 18.00 5.6 13.590 0.17gpm /ft SPR 326 20.38 18.00 5.6 13.243 0.17gpm /ft SPR 335 18.71 18.00 5.6 11.163 0.16gpm /ft SPR 345 21.63 18.00 5.6 14.923 0.18gpm /ft SPR 347 18.48 18.00 5.6 10.891 0.15gpm /ft SPR 348 22.01 18.00 5.6 15.451 0.18gpm /ft SPR 349 18.15 18.00 5.6 10.499 0.15gpm /ft SPR 350 18.28 18.00 5.6 10.658 0.15gpm /ft SPR 351 20.50 18.00 5.6 13.403 0.17gpm /ft SPR 352 18.22 18.00 5.6 10.591 0.15gpm /ft SPR 355 22.06 18.00 5.6 15.516 0.18gpm /ft SPR 356 19.87 18.00 5.6 12.590 0.17gpm /ft SPR 366 21.58 18.00 5.6 14.851 0.18gpm /ft SPR 367 20.55 18.00 5.6 13.463 0.17gpm /ft SPR 368 20.46 18.00 5.6 13.354 0.17gpm /ft SPR 369 22.02 18.00 5.6 15.464 0.18gpm /ft SPR 370* 18.00 18.00 5.6 10.332 0.15gpm /ft SPR 372 20.75 18.00 5.6 13.732 0.17gpm /ft SPR 373 19.35 18.00 5.6 11.943 0.16gpm /ft SPR 376 19.28 18.00 5.6 11.853 0.16gpm /ft SPR 377 19.26 18.00 5.6 11.831 0.16gpm /ft SPR 378 22.17 18.00 5.6 15.674 0.18gpm /ft SPR 379 20.84 18.00 5.6 13.854 0.17gpm /ft SPR 380 23.07 18.00 5.6 16.975 0.19gpm /ft SPR 381 20.93 18.00 5.6 13.970 0.17gpm /ft SPR 398 25.10 18.00 5.6 20.084 0.21gpm /ft SPR 399 24.53 18.00 5.6 19.180 0.20gpm /ft SPR 400 23.55 18.00 5.6 17.684 0.20gpm /ft SPR 401 22.78 18.00 5.6 16.546 0.19gpm /ft * Most demanding sprinkler. 6, m 1997 -2000, M.E.P.CAD, Inc. 09/24/00 13:50:35 Page 2 Job Number: 0003 • FITTINGS LEGEND E Elbow T Tee L LongElbow C CheckVly F BtrflyVly G GateVlv A AlarmChk D DryPipeVlv Q 45 -Elbow ✓ TeeRun O Coupling W SwingChk ✓ DlgVly S Strainer c FDC U Gauge X Cross P PumpOut R PressRed B Backflow u Unknown Z Cap J Joint f FlowDev M FltgNode H Hose s Source N Nozzle K Sprinkler Y Hydrant p PumpIn © 1997 -2000, M.E.P.CAD, Inc. 09/24/00 13:50:35 Page 3 Job Number 0003 • NODE ANALYSIS NODE ELEVATION FITTINGS PRESSURE DISCHARGE (Foot) (psi) (gpm) 3 0' -5" 54.437 15 10' -11" Elbow 39.645 43 13' -4" Tee 15.717 45 13' -7" Tee 14.994 81 12' -10i" Tee 16.978 83 11' -6" Tee 10.960 84 13'-14" Tee 17.226 86 13' -4" Tee 16.101 88 13' -7" Tee 15.370 90 11' -811" Tee 11.309 118 12' -1'11" Tee 22.044 120 11' -7 Tee 14.372 121 12' -4k" Tee 21.335 123 11' -6" Tee 13.787 • 124 12' -7'a" Tee 19.325 177 12' -3" Tee 12.364 127 12' -10," Tee 17.527 129 13' -14" Tee 17.440 131 13' -4" Tee 16.817 133 11' -8" Tee 10.967 134 13' -7" Tee 16.628 160 12' -1'11" Tee 22.240 162 11' -7g" Tee 14.400 164 12' -7i" Tee 19.504 166 12' -10 'i" Tee 17.903 168 13' -1 -" Tee 17.661 170 12' -2" Tee 12.278 175 10' -11" Tee 34.792 178 12' -1" Tee 22.930 179 11' -3'11" Tee 24.454 180 12' -4i" Tee 21.714 181 11' -6k" Tee 22.537 182 12' -7k" Tee 19.909 183 11' -9" Tee 21.041 184 12' -10;1" Tee 18.558 185 11' -11 Tee 20.017 186 13' -1'i" Tee 18.344 187 . 12' -2 Tee 19.443 188 13' -4" Tee 18.082 189 12'-5k" Tee 19.126 190 13' -7" Tee 17.907 191 12' -7 Tee 18.967 205 12' -4;a" Tee 21.575 207 12' -7'd" Tee 19.780 209 12' -10i" Tee 18.436 223 12' -1'11" Tee 22.781 1 -3' -7" Source 56.611 603.17 325 9' -73 K =5.6 13.590 20.64 326 9' -7h" K =5.6 13.243 20.38 © 1997 -2000, M.E.P.CAD, Inc. 09/24/00 13:50:35 Page 4 Job Number: 0003 335 9' -73." K =5.6 11.163 18.71 345 9' -7k" K =5.6 14.923 21.63 347 9' -11k" K =5.6 10.891 18.48 348 9' -7h" K =5.6 15.451 22.01 349 . 8' -53" K =5.6 10.499 18.15 350 9' -7k" K =5.6 10.658 18.28 351 9' -11k" K =5.6 13.403 20.50 352 10' -7h" K =5.6 10.591 18.22 355 10' -7 K =5.6 15.516 22.06 356 9' -11k" K =5.6 12.590 19.87 366 9' -5k" K =5.6 14.851 21.58 367 9' -7h" K =5.6 13.463 20.55 368 8' -5k" K =5.6 13.354 20.46 369 10' -7 K =5.6 15.464 22.02 370 9' -5k" K =5.6 10.332 18.00 372 10' -7k" K =5.6 13.732 20.75 373 8' -5'1" K =5.6 11.943 19.35 376 10' -73" K =5.6 11.853 19.28 377 9' -5;4" K =5.6 11.831 19.26 378 10' -7 K =5.6 15.674 22.17 379 10' -7'4" K =5.6 13.854 20.84 380 10' -741" K =5.6 16.975 23.07 381 7' -2i" K =5.6 13.970 20.93 398 9' -711" K =5.6 20.084 25.10 399 9' -73" K =5.6 19.180 24.53 400 • 9' -7h" K =5.6 17.684 23.55 401 9' -71" K =5.6 16.546 22.78 • (. (0 1997 -2000, bM.E.P.CAD, Lac. 09/24/00 13:50:35 Page 5 ' • Job Number. 0003 HYDRAULIC ANALYSIS Pipe Type Diameter Flow Velocity HWC Fric. Loss Length Pressure Downstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Summary Upstream Tot. Length DR 1.0870 18.00 6.22 C =120 0.09005 6' -10W" Pf 1.584 370 9' -5k" 18.00 5.6 10.332 K =5.6 10' -8k" Pe -0.948 133 11' -8" 10.967 2E,T 17' -7" Pv SP 1.0870 36.22 12.52 C =120 0.32837 2' -2+" Pf 6.576 133 11' -8" 10.967 Tee 17' -10" Pe -0.726 131 13' -4" 16.817 2T 20' -'a" Pv BL 2.1150 78.50 7.17 C =120 0.05369 12' -4k" Pf 1.265 131 13' -4" 16.817 11' -2 Pe 0.000 188 13' -4" 18.082 Tee 23' -6k" Pv RN 2.1150 78.50 7.17 C =120 0.05369 0' -11" Pf 0.649 188 13' -4" 18.082 11' -2k" Pe 0.395 189 12' -5k" 19.126 Tee 12'-1 k" Pv CM1 3.3140 157.45 5.86 C =120 0.02184 10' -0" Pf 0.218 189 12' -51i" 19.126 Pe 0.098 187 12' -2'k" 19.443 10' -0" Pv CM1 3.3140 240.06 8.93 C =120 0.04766 10' -0" Pf 0.477 187 12' -2it" 19.443 Pe 0.098 185 11' -11k" 20.017 10' -0" Pv CM1 3.3140 343.66 12.78 C =120 0.09255 10' -0" Pf 0.926 185 11' -11i" 20.017 Pe 0.098 183 11' -9" 21.041 10' -0" Pv CM1 3.3140 429.51 15.98 C =120 0.13981 10' -0" Pf 1.398 183 11' -9" 21.041 Pe 0.098 181 11' -6i" 22.537 10' -0" Pv CM1 3.3140 495.00 18.41 C =120 0.18178 10' -0" Pf 1.818 181 11' -6'" 22.537 Pe 0.098 179 11' -3k" 24.454 10' -0" Pv CM1 3.3140 603.17 22.43 C =120 0.26203 16' -11k" Pf 10.172 179 11' -3'" 24.454 21' -10" Pe 0.166 175 10' -11" 34.792 Tee 38' -9k" Pv FM 4.3100 603.17 13.26 C =120 0.07287 52' -8" Pf 4.853 175 10' -11" 34.792 13' -11k" Pe -0.000 15 10' -11" 39.645 Elbow 66' -7k" Pv FR 4.3100 603.17 13.26 C =120 0.07287 16' -7" Pf 10.240 15 10' -11" 39.645 27' -10k" Pe 4.552 3 0' -5" 54.437 2E,B = -7 44' -5'-t" Pv UG 6.2800 603.17 6.25 C =140 0.00876 28' -2" Pf 0.440 3 0' -5" 54.437 22' -k" Pe 1.734 1 -3' -7" 56.611 E,s 50' -23" Pv Route 1 DR 1.0870 18.15 6.27 C =120 0.09140 8' -8k" Pf 1.775 349 8' -5k" 18.15 5.6 10.499 K =5.6 10'- 8k" Pe -1.313 83 11' -6" 10.960 2E,T 19' -5" Pv SP 1.0870 36.63 12.66 C =120 0.33514 1' -10k" Pf 6.600 83 11' -6" 10.960 Tee 17' -10" Pe -0.582 81 12' -10k" 16.978 2T 19' -8i" Pv BL 1.6500 36.63 5.50 C =120 0.04390 12' -6" Pf 0.549 81 12'- 10k" 16.978 Pe 0.000 127 12' -10'" 17.527 12' -6" Pv BL 2.1150 58.65 5.36 C =120 0.03131 12' -0" Pf 0.376 127 12' -10k" 17.527 Pe 0.000 166 12' -10La" 17.903 12' -0" Pv BL 2.1150 80.82 7.38 C =120 0.05666 0' -4 Pf 0.655 166 12'-10k" " 17.903 11'-2k" Pe 0.000 184 12' -10k" 18.558 Tee 11' -6i" Pv " 12, © 1997 -2000, M.E.P.CAD. Inc. 09/24/00 13:50:35 Page 6 Job Number. 0003 . Pipe Type Diameter Flow Velocity HWC Fric. Loss Length Pressure Downstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Summary Upstream Tot. Length RN 2.1150 103.60 9.46 C =120 0.08970 0' -10'x" Pf 1.081 184 12' -10;*" 18.558 11' -2'i" Pe 0.378 185 11' -ll;i" 20.017 Tee 12' -k" Pv Route 2 DR 1.0870 18.22 6.30 C =120 0.09213 6' -6" Pf 0.819 352 10' -7k" 18.22 5.6 10.591 K =5.6 2' -4 Pe -0.442 133 11' -8" 10.967 Elbow 8' -105" Pv Route 3 DR 1.0870 18.28 6.32 C =120 0.09267 8' -3k" Pf 1.543 350 9' -7 18.28 5.6 10.658 K =5.6 8' -4" Pe -0.891 90 11' -8 11.309 E,T 16' -735" Pv SP 1.0870 36.99 12.79 C =120 0.34136 2' -4 Pf 4.877 90 11' -8 11.309 11' -10 Pe -0.817 88 13' -7" 15.370 2T 14' -3k" Pv BL 1.6500 57.37 8.61 C =120 0.10071 12' -6" Pf 1.259 88 13' -7" 15.370 Pe 0.000 134 13' -7" 16.628 12' -6" Pv BL 2.1150 78.95 7.21 C =120 0.05426 12' -4k" Pf 1.278 134 13' -7" 16.628 11' -2k" Pe 0.000 190 13' -7" 17.907 Tee 23' -6 Pv RN 2.1150 78.95 7.21 C =120 0.05426 0' -1i " Pf 0.657 190 13' -7" 17.907 11' -2k" Pe 0.403 191 12' -7 18.967 Tee 12' -l;a" Pv CM1 3.3140 78.95 2.94 C =120 0.00609 10' -0" Pf 0.061 191 12' -7 18.967 Pe 0.098 189 12' -5k" 19.126 10' -0" Pv Route 4 DR 1.0870 18.48 6.39 C =120 0.09454 5' -4k" Pf 0.733 347 9' -1175" 18.48 5.6 10.891 K =5.6 2' -4k" Pe -0.663 83 11' -6" 10.960 Elbow 7' -9" Pv Route 5 DR 1.0870 18.71 6.47 C =120 0.09673 5' -11 Pf 1.037 335 9' -7k" 18.71 5.6 11.163 K =5.6 4' -9" Pe -0.891 90 11' -8k" 11.309 2E 10' -8k" Pv Route 6 DR 1.0870 19.26 6.66 C =120 0.10207 5' -1" Pf 1.612 377 9' -5 19.26 5.6 11.831 K =5.6 10' -84" Pe -1.165 170 12' -2" 12.278 2E,T 15' -9y" Pv SP 1.0870 38.54 13.32 C =120 0.36828 l' -5k" Pf 5.786 170 12' -2" 12.278 Tee 14' -3+a" Pe -0.403 168 13' -1;5" 17.661 E,T 15' -8k" Pv BL 2.1150 82.61 7.54 C =120 0.05901 0' -4k" Pf 0.682 168 13' -1+5" 17.661 11' -24" Pe 0.000 186 13' -1+k" 18.344 Tee 11' -6 Pv RN 2.1150 82.61 7.54 C =120 0.05901 0' -1045" Pf 0.713 186 13' -1 18.344 11' -2+a" Pe 0.387 187 12' -24" 19.443 Tee 12' -1" Pv Route 7 DR 1.0870 19.28 6.67 C =120 0.10225 8' -2 Pf 1.084 376 10' -7 19.28 5.6 11.853 K =5.6 2' -4''f Pe -0.659 170 12.' -2" 12.278 Elbow 10' -7;5" Pv Route 8 DR 1.0870 19.35 6.69 C =120 0.10297 9' -2 Pf 2.052 373 8' -5 19.35 5.6 11.943 K =5.6 10' - 8 1 1" Pe -1.631 177 12' -3" 12.364 2E,T 19'- 11'5" Pv SP 1.0870 39.22 13.56 C =120 0.38042 0' -10W" Pf 7.119 177 12' -3" 12.364 Tee 17' -10" Pe -0.157 124 12' -7;5" 19.325 2T 18' -8'W" Pv BL 2.1150 39.22 3.58 C =120 0.01487 12' -0" Pf 0.178 124 12' -7 19.325 Pe 0.000 164 12' -7W' 19.504 12' -0" Pv © 1997 - 2000, M.E.P.CAD,Inc. 09/24/00 13:50:35 Page 7 l • Job Number. 0003 , Pipe Type Diameter Flow Velocity HWC Fric. Loss Length Pressure Downstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Summary Upstream Tot. Length BL 2.1150 62.30 5.69 C =120 0.03501 0' -4W' Pf 0.405 164 12' -7k" 19.504 11' -21/4" Pe 0.000 182 12'-7k" 19.909 Tee 11'-6k" Pv RN 2.1150 85.84 7.84 C =120 0.06335 0' -10'i" Pf 0.763 182 12' -7;t" 19.909 11' -2k" Pe 0.370 183 11' -9" 21.041 Tee 12' -'1" Pv Route 9 DR 1.0870 19.87 6.87 C =120 0.10811 4' -74" Pf 0.755 356 9' -11k" 19.87 5.6 12.590 K =5.6 2' -4 Pe -0.981 177 12' -3" 12.364 Elbow_ 6' -11k" Pv Route 10 DR 1.0870 20.38 7.05 C =120 0.11330 9' -1'.1" Pf 3.459 326 9' -7k" 20.38 5.6 13.243 K =5.6 21' -4;a" Pe -1.708 45 13' -7" 14.994 4E,2T 30' -6 Pv BL 1.4160 20.38 4.15 C =120 0.03126 12' -0" Pf 0.375 45 13' -7" 14.994 Pe 0.000 88 13' -7" 15.370 12' -0" Pv Route 11 DR 1.0870 20.46 7.07 C =120 0.11417 4' -6aa" Pf 1.743 368 8' -5k" 20.46 5.6 13.354 K =5.6 10' -8'1" Pe -1.310 123 11' -6" 13.787 2E,T _ 15'-3k" Pv SP 1.0870 40.97 14.16 C =120 0.41228 1' -02" Pf 7.920 123 11' -6" 13.787 Tee 17' -10" Pe -0.373 121 12' -4k" 21.335 2T 19' -2" Pv BL 2.1150 40.97 3.74 C =120 0.01612 12' -01" Pf 0.380 121 12' -4i" 21.335 11' -2au" Pe 0.000 180 12' -4k" 21.714 Tee 23' -6k" Pv RN 2.1150 65.49 5.98 C =120 0.03840 0' -10" Pf 0.461 180 12' -4'.a" 21.714 11' -2;a" Pe 0.362 181 11' -6'a" 22.537 Tee 12' -1/2" Pv Route 12 DR 1.0870 20.50 7.09 C =120 0.11456 6' -8k" Pf 1.043 351 9' -11h" 20.50 5.6 13.403 K =5.6 2' -4W" Pe -0.659 123 11' -6" 13.787 Elbow 9' -l;a" Pv Route 13 DR 1.0870 20.55 7.10 C =120 0.11503 4' -8W" Pf 1.772 367 9' -7i' 20.55 5.6 13.463 K =5.6 10' -8"-2" Pe -0.863 120 11' -7k" 14.372 2E,T 15' -4ua" Pv SP 1.0870 41.30 14.28 C =120 0.41851 1' -0" Pf 7.884 120 11' -7 14.372 Tee 17' -10" Pe -0.212 118 12' -1 22.044 2T 18' -10" Pv BL 2.1150 41.30 3.77 C =120 0.01636 12' -0" Pf 0.196 118 12' -1 22.044 Pe 0.000 160 12' -14" 22.240 12' -0" Pv BL 2.1150 83.07 7.59 C =120 0.05962 0' -41" Pf 0.689 160 12' -1 22.240 11' -2 Pe 0.000 178 12'-1 22.930 Tee 11'-6k" Pv RN 2.1150 108.17 9.88 C =120 0.09716 0' -10" Pf 1.167 178 12' -1 22.930 11' -2 Pe 0.357 179 11' -3 24.454 Tee 12' -0" Pv Route 14 DR 1.0870 20.64 7.14 C =120 0.11604 10' -8 Pf 3.729 325 9' -7 20.64 5.6 13.590 K =5.6 21' -4 Pe -1.602 43 13' -4" 15.717 4E,2T 32' -1 Pv BL 1.4160 20.64 4.21 C =120 0.03202 12' -0" Pf 0.384 43 13' -4" 15.717 Pe 0.000 86 13' -4" 16.101 12' -0" Pv BL 1.6500 42.28 6.34 C =120 0.05725 12' -6" Pf 0.716 86 13' -4" 16.101 Pe 0.000 131 13' -4" 16.817 12' -6" Pv Route 15 e' © 1997 -2000, M.E.P.CAD, Inc. 09/24/00 13:50:35 Page 8 S Job Number: 0003 , Pipe Type Diameter Flow Velocity HWC Fric. Loss Length Pressure Downstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Summary Upstream Tot. Length DR 1.0870 20.75 7.17 C =120 0.11716 6' -9" Pf 1.069 372 10' -73t" 20.75 5.6 13.732 K =5.6 2' -4 Pe -0.429 120 11' -7k" 14.372 Elbow 9' -11" Pv Route 16 DR 1.0870 20.84 7.21 C =120 0.11812 5' -10 Pf 0.975 379 10' -7k" 20.84 5.6 13.854 K =5.6 2' -4 Pe -0.429 162 11' -7k" 14.400 Elbow 8' -3" Pv SP 1.0870 41.77 14.44 C =120 0.42746 1' -0" Pf 8.053 162 11' -7k" 14.400 Tee 17' -10" Pe -0.212 160 12' -1'" 22.240 2T 18' -10" Pv Route 17 DR 1.0870 20.93 7.24 C =120 0.11904 8' -11" Pf 2.340 381 7' -2k" 20.93 5.6 13.970 K =5.6 10' -8 Pe -1.911 162 11' -7k" 14.400 2E,T 19' -8" Pv Route 18 DR 1.0870 21.58 7.46 C =120 0.12596 8' -' Pf 3.558 366 9' -53" 21.58 5.6 14.851 K =5.6 20' -2%" Pe -1.780 134 13' -7" 16.628 E,3T 28' -3" Pv Route 19 DR 1.0870 21.63 7.48 C =120 0.12652 5' -4" Pf 2.780 345 9' -7k" 21.63 5.6 14.923 K =5.6 16' -7k" Pe -1.602 86 13' -4" 16.101 2E,2T 21' -11i" Pv Route 20 DR 1.0870 22.01 7.61 C =120 0.13066 8' -4" Pf 3.270 348 9' -7k" 22.01 5.6 15.451 K =5.6 16' -7ha" Pe -1.496 84 13' -1k" 17.226 2E,2T 25' -k" Pv BL 1.6500 22.01 3.30 C =120 0.01712 12' -6" Pf 0.214 84 13' -1i" 17.226 Pe 0.000 129 13' -lea" 17.440 12' -6" Pv BL 2.1150 44.07 4.02 C =120 0.01845 12' -0" Pf 0.221 129 13' -1k" 17.440 Pe 0.000 168 13' -1►x" 17.661 12' -0" Pv Route 21 DR 1.0870 22.02 7.61 C =120 0.13076 6' -5k" Pf 3.019 369 10' -73a" 22.02 5.6 15.464 K =5.6 16' -7'a" Pe -0.956 127 12' -10ia" 17.527 2E,2T 23' -1" Pv Route 22 DR 1.0870 22.06 7.63 C =120 0.13117 6' -1'-' Pf 2.986 355 10' -7k" 22.06 5.6 15.516 K =5.6 16' -7Ja" Pe -1.062 129 13' -l+x" 17.440 2E,2T 22'-9k" Pv Route 23 DR 1.0870 22.17 7.67 C =120 0.13241 7' -4k" Pf 3.184 378 10' -7k" 22.17 5.6 15.674 K =5.6 16' -7k" Pe -0.956 166 12' -10k" 17.903 2E,2T 24' -'W" Pv Route 24 DR 1.0870 22.78 7.88 C =120 0.13920 6' -11" Pf 3.280 401 9' -7 *" 22.78 5.6 16.546 K =5.6 16' -73" Pe -1.389 209 12' -10i" 18.436 2E,2T 23' -6h" Pv BL 2.1150 22.78 2.08 C =120 0.00544 11' -1't" Pf 0.121 209 12' -10;a" 18.436 11' -2i" Pe -0.000 184 12'-10k" 18.558 Tee 22' -3k" Pv Route 25 DR 1.0870 23.07 7.98 C =120 0.14254 7' -k" Pf 3.379 380 10' -7k" 23.07 5.6 16.975 K =5.6 16' -7h" Pe -0.849 164 12' -7h" 19.504 2E,2T 23'-8 Pv Route 26 DR 1.0870 23.55 8.14 C =120 0.14804 6' -2" Pf 3.378 400 9' -73" 23.55 5.6 17.684 K =5.6 16' -7k" Pe -1.283 207 12'-7k" 19.780 2E,2T 22'-9k" Pv BL 2.1150 23.55 2.15 C =120 0.00579 11' -1" Pf 0.129 207 12' -7 *" 19.780 11' -2k" Pe -0.000 182 12' -71/4" 19.909 Tee 22' -3k" Pv 0 1997 -2000, M.E.P.CAD, Inc. 09/24/00 13:50:35 Page 9 Job Number. 0003 . Route. 2 7 Pipe Type Diameter Flow Velocity HWC Fric. Loss Length Pressure Downstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Summary Upstream Tot. Length DR 1.0870 24.53 8.48 C =120 0.15959 5' -8i" Pf 3.571 399 9' -7k" 24.53 5.6 19.180 K =5.6 16' -7k" Pe -1.177 205 12' -4i" 21.575 2E,2T 22' -01" Pv BL 2.1150 24.53 2.24 C =120 0.00624 11' -1 Pf 0.139 205 12' -4;t" 21.575 11' -2'a" Pe -0.000 180 12' -4k" 21.714 Tee 22' -33" Pv Route 28 DR 1.0870 25.10 8.68 C =120 0.16653 6' -0" Pf 3.772 398 9' -7k" 25.10 5.6 20.084 K =5.6 16' -7k" Pe -1.075 223 12' -1'." 22.781 2E,2T 22' -7k" Pv BL 2.1150 25.10 2.29 C =120 0.00651 11' -7 Pf 0.149 223 12' -1 22.781 11' -2;a" Pe -0.000 178 12'-1 22.930 Tee 22'-9k" Pv Route 29 Units Key Diameter: Inch Elevation: Foot Flow: gpm Discharge: gpm Velocity: fps Pressure: psi Length: Foot Friction Loss: psi /Foot HWC: Hazen- Williams Constant Pt: Total pressure at a point in a pipe Pn: Normal pressure at a point in a pipe Pf: Pressure loss due to friction between points Pe: Pressure due to elevation difference between indicated points Pv: Velocity pressure at a point in a pipe 6 ' 0 1997 -2000. M.E.P.CAD, Inc. 09/24/00 13:50:35 Page 10 • Job Number: 0003 HYDRAULIC GRAPH 100 - 90 80 Static pressure 75.000 70 60 853.17 with hose streams 1200.00 @ 55.000 • a 603.17 @ 56.611 50 N N 2 a 40 30 System demand curve 20 10 0 711011111111111111111 111111111 11111 1 1 1 1 I I I 1 1 1 1 1 1 I I I 1 1 I 11 I 1 1 1 1 1 1 1 11 1 1 I I 1 1 1 I I 1 1 1 1 1 1 1 1 1 050 300 450 600 750 900 1050 1200 1350 1500 Water flow, gpm Supply at Node 1 Static pressure: 75.000 Residual Pressure: 1200.00 @ 55.000 System Demand: 603.17 @ 56.611 System Demand with hose streams: 853.17 @ 56.611 11 ' 0 1997 -2000, M.E.P.CAD, Inc. 09/24/00 13:50:36 Page 11 6. . . Job Number 0003 • Hydraulic Flow Diagram • — ...T. - - Up 4 t 1.1 %,.._ i _ ; _ o-4 / io-- Z 6 . 6 / ,. •., _ _ 7 0 . Dn - 0 o -=!:. 6 [. 0 := „110 ..1.0.'? n ,...,., L. 7 7 = f 4 --r - .1 7 ..,,,-',) 9 • `-tin) , • El t i j • 1 - 4 to" ' r" 1----0 —= 0 ',;,..-.-' ,. ' - • . . ' 'I: i \ )th• DK $t y.7 ori qD , O r: . . n . Dn - - - - r 7 .V. : ;Dil,o o b o ° . 1 ' • , n . — ''' 1, - IN t . • . Dn Dn) DrL ° On y, Dn Dr1 Ef 0 • • :. \ . — 7 ' .. D 1 f 1 . A • p . • ' f ■ ° SA■ • DO ', . • A 11 • • [1 • i i t n * ° ° . .' : .. • A. •' tO'n'1: SII>A '1.1-4-- +1. k — • i 0 \ • *. . • - • *-* • • .* • i • 7 • Dn j • \ .Dn ,i1/4 . • Dnesii:; Mln . , • / i l I P • , ... on . " e • • Ctn. 4 • " Dri- - i. -4 - - - - Dn— i -- -- _.— +. I 7."' ••=. - , quardlan E © 1997-2000, M.E.P.CAD, Inc. 09/24/00 13:50:36 Page 12 lk