AREA 2 CALCULATIONHydraulic 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
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Water Supply Curve C
City Water Supply: Demand:
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C1 - Static Pressure : 70 D1 - Elevation .
C2 - Residual Pressure: 67 D2 - System Flow : 113.195
C2 - Residual Flow : 811 D2 - System Pressure : 24.898
Hose ( Demand) : 100
D3 - System Demand : 213.195
Safety Margin : 44.848
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Computer Programs by Hydratec Inc.
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Units Summary
Flow Summary - NFPA
CORNELIUSEN CONSULTING
217 ESSEX STREET SPRINKLER SYSTEM REV A - HALLWAY
Page 3
Date
Node at Static Residual
Source Pressure Pressure
SUPPLY ANALYSIS
Flow
Available
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
Notes
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
5.6
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
Computer Programs by Hydratec Inc. Revision: 50.53.5
Final Calculations : Hazen -Williams
CORNELIUSEN CONSULTING
217 ESSEX STREET SPRINKLER SYSTEM REV A - HALLWAY
Page 4
Date
Nodel Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe
Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf
Notes
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
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 Vel = 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 Vel = 9.94
105 0 0.0 4 E 13.167 0.820 120 21.475
to 0.0 13.167 -3.465
B-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 Vel = 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
M101 8 113.2 4.26 0.0 26.994 0.0035 0.094 VeI = 2.55
M101 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 Vel = 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
Page 5
Date
Nadel Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe
Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf
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 13.167 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 VeI = 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
0.0
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
to
M406 0
M406 0
to
M405 0
0.0 2
22.54 2.157
22.62 2
45.16 2.157
0.0 1.780 120 16.581
0.0 0.0 0.0
0.0 1.780 0.0051 0.009 VeI = 1.98
0.0 12.360 120 16.590
0.0 0.0 0.0
0.0 12.360 0.0175 0.216 VeI = 3.97
M405 0
to
M404 0
22.71 2
67.87 2.157
0.0 6.150 120 16.806
0.0 0.0 0.0
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
Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf
Notes
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