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AREA 2 CALCULATION
Hydraulic calculations using HydraCALC CORNELIUSEN CONSULTING 20 HIDDEN MEADOWS LANE WRENTHAM MASS 02093 781-248-7497 Job Name : 217 ESSEX STREET SPRINKLER SYSTEM REV A - HALLWAY Drawing Location Remote Area : Contract Data File . 217 ESSEX STREET SPRINKLER SYSTEM REV A Area 2.WXF Computer Programs by Hydratec Inc. Revision 50 53.5 /\/\ \$ -^�^� 3 ............O. Water Supply Curve C ( C /k=( cLLac0c o .g22EEFDo «o(1) a)$$ / ¢ >, ›. III I 5�q�gn$ %Oc0lcm E 0 .> \ -- — . . . . . ................... .. : , / 2 q q R/?% 2 2$ R%/ C L m=_ X u 0 ea to Flow Summary - NFPA CORNELIUSEN CONSULTING 217 ESSEX STREET SPRINKLER SYSTEM REV A - HALLWAY SUPPLY ANALYSIS Page 3 Date Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 70.0 67 811.0 69.747 213.2 24.898 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node H405 0.0 M402 0 0 M403 0 0 FC10 0 0 400 0 0 105 0.0 B-5 8.0 M106 8.0 M105 8.0 M104 8.0 M103 8.0 M102 8.0 M101 8.0 M100 8.0 100 8.0 RA11 8 0 RA10 3 0 BF13 3 0 BF12 3.0 BF11 3.0 BF10 3 0 UG10 3.0 UG11 0.0 HOSE 0.0 TEST 0.0 M401 0.0 M400 0.0 H400 0.0 H401 0.0 M407 0.0 M406 0.0 M405 0 0 M404 0.0 H402 0 0 H403 0.0 H404 0.0 H406 0.0 H407 0.0 5.6 56 5.6 5.6 5.6 16.14 17.06 17.15 19.12 20 79 21.48 18.06 18 16 18.4 18.42 18.46 18.51 18.61 18.71 18.71 18.92 21 1 21 15 21.2 23.33 23.38 23.48 24.83 24.88 24.9 17.05 17.0 16.21 16.4 16.58 16.59 16.81 17.04 16.3 16.46 16.63 16.61 16.81 22.5 100.0 22.54 22.61 22 72 22.82 Notes Computer Programs by Hydratec Inc Revision: 50.53.5 Final Calculations : Hazen -Williams CORNELIUSEN CONSULTING 217 ESSEX STREET SPRINKLER SYSTEM REV A - HALLWAY Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf Page 4 Date H405 0 5.60 22 50 1 T 5.0 0 690 120 16.143 to 0.0 5 000 0.0 M402 0 22.5 1.049 0.0 5.690 0.1619 0.921 Vel = 8 35 Notes M402 0 22 82 2 0.0 4.610 120 17.064 to 0.0 0.0 0.0 M403 0 45.32 2.157 0.0 4.610 0.0176 0.081 Vel = 3.98 M403 0 67.88 2 T 12.307 8.260 120 17.145 to 0.0 12.307 0 0 FC10 0 113.2 2.157 0.0 20.567 0.0960 1.975 Vel = 9.94 FC10 0 0 0 2 E 6.153 11.220 120 19 120 to 0.0 6.153 0.0 400 0 113.2 2.157 0 0 17.373 0.0960 1.668 VeI = 9.94 400 0 0.0 2 E 6 153 1 000 120 20.788 to 0.0 6 153 0.0 105 0 113.2 2.157 0.0 7.153 0.0960 0.687 VeI = 9.94 105 0 0.0 4 E 13.167 0.820 120 21.475 to 0 0 13 167 -3.465 8-5 8 113.2 4.26 0.0 13.987 0.0035 0.049 Vel = 2 55 B-5 8 0.0 4 E 13.167 14.740 120 18.059 to 0.0 13.167 0.0 M106 8 113 2 4.26 0.0 27.907 0.0035 0.098 Vel = 2.55 M106 8 0.0 4 E 13.167 56.530 120 18 157 to 0 0 13.167 0.0 M105 8 113 2 4 26 0 0 69 697 0 0035 0.243 VeI = 2.55 M105 8 0.0 4 0.0 4 530 120 18 400 to 0.0 0.0 0 0 M104 8 113 2 4 26 0 0 4.530 0.0035 0.016 VeI = 2.55 M104 8 0.0 4 E 13.167 0.660 120 18.416 to 0.0 13.167 0.0 M103 8 113.2 4 26 0 0 13.827 0.0035 0.048 VeI = 2 55 M103 8 0.0 4 E 13 167 1 000 120 18.464 to 0.0 13.167 0.0 M102 8 113.2 4.26 0.0 14.167 0.0035 0.050 Vel = 2.55 M102 8 0.0 4 2E 26.334 0.660 120 18.514 to 0.0 26.334 0.0 M 101 _ 8 113.2 4.26 0.0 26.994 0.0035 0 094 Vel = 2.55 M 101 8 0.0 4 T 26.334 2.210 120 18 608 to 0.0 26.334 0.0 M100 8 113 2 4 26 0.0 28.544 0.0035 0.100 VeI = 2.55 M100 8 0.0 4 0.0 1.560 120 18 708 to 0.0 0.0 0.0 100 8 113 2 4 26 0.0 1.560 0 0032 0.005 Vel = 2.55 100 8 0.0 4 E 13.167 0.520 120 18.713 to Aty 30.284 59.251 0.0 RA11 8 113.2 4.26 B 15 8 59.771 0.0035 0.209 Vel = 2.55 RA11 8 0.0 4 0.0 5 000 120 18.922 to 0.0 0.0 2.166 RA10 3 113.2 4.26 0.0 5.000 0.0034 0.017 Vel = 2.55 Computer Programs by Hydratec Inc Revision 50.53.5 Final Calculations : Hazen -Williams CORNELIUSEN CONSULTING 217 ESSEX STREET SPRINKLER SYSTEM REV A - HALLWAY Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf Page 5 Date Notes RA10 3 0.0 4 E 13.167 1.000 120 21.105 to 0.0 13.167 0.0 BF13 3 113.2 4.26 0.0 14.167 0.0035 0.049 Vel = 2.55 BF13 3 0 0 4 E 13.167 1.000 120 21.154 to 0.0 13.167 0 0 BF12 3 113.2 4.26 0 0 14.167 0 0035 0 050 Vel = 2.55 BF12 3 0.0 4 E 13167 1.000 120 21 204 to Zac 0.0 13.167 2.078 * * Fixed Loss = 2.078 BF11 3 113 2 4 26 0.0 14.167 0.0035 0 049 Vel = 2.55 BF11 3 0 0 4 E 13.167 1.000 120 23.331 to 0.0 13.167 0.0 BF10 3 113.2 4 26 0 0 14.167 0 0035 0 050 Vel = 2.55 BF10 3 0 0 4 2E 26.334 1.000 120 23.381 to 0 0 26 334 0.0 UG10 3 113.2 4.26 0 0 27 334 0 0035 0.095 Vel = 2.55 UG10 3 0.0 4 E 13.167 3.000 120 23.476 to 0 0 13 167 1.299 UG11 0 113.2 4.26 0.0 16.167 0.0035 0.057 Vel = 2.55 UG11 0 0.0 6 E 20.084 100.000 140 24.832 to 0.0 20.084 0.0 HOSE 0 113.2 6.16 0.0 120 084 0.0004 0.052 Vel = 1.22 HOSE 0 H100 100.00 12 0 0 300 000 140 24.884 to 0.0 0.0 0.0 TEST 0 213.2 12.34 0.0 300.000 0 0.014 Vel = 0.57 0.0 TEST 213.20 24.898 K Factor = 42.73 M402 0 -22.82 2 0.0 3.050 120 17.064 to 0.0 0.0 0.0 M401 0 -22 82 2 157 0.0 3.050 -0.0049 -0 015 Vel = 2.00 M401 0 0.0 2 0.0 9.400 120 17 049 to 0.0 0.0 0.0 M400 0 -22.82 2.157 0.0 9.400 -0.0050 -0.047 Vel = 2.00 00 M400 -22 82 17 002 K Factor = -5.53 H400 0 5.60 22.54 1.5 T 8 0 1.770 120 16.206 to 0 0 8.000 0 0 H401 0 22.54 1.61 0.0 9.770 0.0202 0.197 Vel = 3.55 H401 0 0.0 1.5 T 8.0 0.830 120 16.403 to 0.0 8.000 0.0 M407 0 22.54 1 61 0 0 8 830 0 0202 0.178 Vel = 3.55 M407 0 0.0 2 0.0 1.780 120 16.581 to 0.0 0.0 0.0 M406 0 22.54 2.157 0 0 1 780 0.0051 0.009 Vel = 1.98 M406 0 22.62 2 0.0 12 360 120 16.590 to 0 0 0.0 0.0 M405 0 45.16 2.157 0.0 12.360 0.0175 0.216 Vel = 3.97 M405 0 22.71 2 0.0 6 150 120 16.806 to 0.0 0.0 0.0 M404 0 67.87 2 157 0.0 6.150 0 0374 0.230 Vel = 5.96 Computer Programs by Hydratec Inc Revision 50 53 5 Final Calculations : Hazen -Williams CORNELIUSEN CONSULTING 217 ESSEX STREET SPRINKLER SYSTEM REV A - HALLWAY Page 6 Date 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 M404 0 0.0 2 0 0 2.940 120 17.036 to 0.0 0.0 0.0 M403 0 67.87 2 157 0.0 2.940 0.0371 0.109 Vel = 5.96 0.0 M403 67.87 17.145 K Factor = 16.39 H402 0 5.60 22.61 1.5 T 8 0 6 060 120 16.305 to 0.0 8.000 0.0 M406 0 22.61 1.61 0.0 14.060 0.0203 0.285 Vel = 3 56 0.0 M406 22.61 16.590 K Factor = 5.55 H403 0 5 60 22.72 1.5 T 8.0 0.330 120 16.457 to 0.0 8.000 0.0 H404 0 22.72 1.61 0.0 8 330 0.0204 0.170 Vel = 3.58 H404 0 0.0 1.5 T 8.0 0.770 120 16.627 to 0.0 8.000 0.0 M405 0 22 72 1 61 0.0 8.770 0.0204 0.179 Vel = 3.58 0.0 M405 22.72 16.806 K Factor = 5.54 H406 0 5 60 22 82 1 5 T 8.0 1.580 120 16 608 to 0.0 8.000 0 0 H407 0 22.82 1.61 0.0 9.580 0.0206 0 197 Vel = 3.60 H407 0 0 0 1 5 T 8.0 1.550 120 16 805 to 0.0 8.000 0 0 M400 0 22.82 1.61 0.0 9.550 0.0206 0.197 Vel = 3.60 0.0 M400 22.82 17.002 K Factor = 5.53 Computer Programs by Hydratec Inc Revision 50.53.5