AREA 4 CALCULATIONHydraulic calculations using HydraCALC
CORNELIUSEN CONSULTING
20 HIDDEN MEADOWS LANE
WRENTHAM MASS 02093
781-248-7497
Job Name
Drawing
Location
Remote Area
Contract
Data File
: 217 ESSEX STREET SPRINKLER SYSTEM REV A
: 217 ESSEX STREET SPRINKLER SYSTEM REV A Area 4.WXF
Computer Programs by Hydratec Inc. Revision: 50.53.5
Water Supply Curve C
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City Water Supply: Demand:
C1 - Static Pressure : 70 Di - Elevation
C2 - Residual Pressure: 67 D2 System Flow 54.382
C2 - Residual Flow : 811 D2 - System Pressure : 17.797
Hose ( Demand) : 250
D3 - System Demand : 304.382
Safety Margin : 51.713
106)1200 300 400 500 600 700 800 900
FLOW (NA1.85)
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Flow Summary - NFPA
CORNELIUSEN CONSULTING
217 ESSEX STREET SPRINKLER SYSTEM REV A
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 69.51 304.38 17.797
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node
Notes
D400 0.0
D401 0.0
D403 0.0
D404 0.0
D405 0.0
D406 0.0
D407 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
D402 0.0
5.6
5.6
5.6
10.33
10.48
11.29
11.92
12.22
12.43
13.11
13.59
10.13
10.15
10.22
10.23
10.24
10.25
10.28
10.3
10.3
10.36
12.53
12.54
12.55
16.41
16.42
16.44
17.76
17.77
17.8
10.62
18.0
18.13
250.0
18.25
Computer Programs by Hydratec Inc. Revision: 50.53.5
Final Calculations : Hazen -Williams
CORNELIUSEN CONSULTING
217 ESSEX STREET SPRINKLER SYSTEM REV A
Page 4
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 ******
D400 0 5.60 18.00 1.5 0.0 7.970 100 10.332
to 0.0 0.0 0.0
D401 0 18.0 1.61 0.0 7.970 0.0186 0.148 Vel = 2.84
D401 0 5.60 18.13 1.5 T 5.71 6.200 100 10.480
to 0.0 5.710 0.0
D403 0 _ 36.13 1.61 0.0 11.910 0.0676 0.805 Vet = 5.69
D403 0 18.25 2 E 3.568 11.370 100 11.285
to 0.0 3.568 0.0
D404 0 54.38 2.067 0.0 14.938 0.0426 0.637 Vel = 5.20
D404 0 0.0 2 E 3.568 3.420 100 11.922
to 0.0 3.568 0.0
D405 0 54.38 2.067 0.0 6.988 0.0428 0.299 Vel = 5.20
D405 0 0.0 2 E 3.568 1.430 100 12.221
to 0.0 3.568 0.0
D406 0 54.38 2.067 0.0 4.998 0.0426 0.213 Vel = 5.20
D406 0 0.0 2 T 10.0 3.220 120 12.434
to Dvc 9.0 19.000 0.0
D407 0 54.38 2.067 0.0 22.220 0.0304 0.676 Vel = 5.20
D407 0 0.0 2.5 2T 32.948 18.110 120 13.110
to 0.0 32.948 0.0
105 _ 0 54.38 2.635 0.0 51.058 0.0093 0.477 Vel = 3.20
105 0 0.0 4 E 13.167 0.820 120 13.587
to 0.0 13.167 -3.465
B-5 8 54.38 4.26 0.0 13.987 0.0009 0.013 Vel = 1.22
6-5 8 0.0 4 0.0 14.740 120 10.135
to 0.0 0.0 0.0
M106 8 54.38 4.26 0.0 14.740 0.0009 0.013 Vel = 1.22
M106 8 0.0 4 2E 26.334 56.530 120 10.148
to 0.0 26.334 0.0
M105 8 54.38 4.26 0.0 82.864 0.0009 0.074 Vel = 1.22
M105 8 0.0 4 0.0 4.530 120 10.222
to 0.0 0.0 0.0
M104 8 54.38 4.26 _ 0.0 4.530 0.0009 0.004 Vel = 1.22
M104 8 0.0 4 E 13.167 0.660 120 10.226
to 0.0 13.167 0.0
M103 8 54.38 4.26 0.0 13.827 0.0009 0.013 Vel = 1.22
M103 8 0.0 4 E 13.167 1.000 120 10.239
to 0.0 13.167 0.0
M102 8 54.38 4.26 0.0 14.167 0.0009 0.013 Vel = 1.22
M102 8 0.0 4 2E 26.334 0.660 120 10.252
to 0.0 26.334 0.0
M101 8 54.38 4.26 0.0 26.994 0.0009 0.024 Vel = 1.22
M 101 8 0.0 4 T 26.334 2.210 120 10.276
to 0.0 26.334 0.0
M100 8 54.38 4.26 0.0 28.544 0.0009 0.026 Vel = 1.22
M100 8 0.0 4 0.0 1.560 120 10.302
to 0.0 0.0 0.0
100 8 54.38 4.26 0.0 1.560 0.0006 0.001 Vel = 1.22
Computer Programs by Hydratec Inc. Revision: 50.53.5
Final Calculations : Hazen -Williams
CORNELIUSEN CONSULTING
217 ESSEX STREET SPRINKLER SYSTEM REV A
Page 5
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 ******
100 8 0.0 4 E 13.167 0.520 120 10.303
to Aty 30.284 59.251 0.0
RA11 8 54.38 4.26 B 15.8 59.771 0.0009 0.054 Vel = 1.22
RA11 8 0.0 4 0.0 5.000 120 10.357
to 0.0 0.0 2.166
RA10 3 54.38 4.26 0.0 5.000 0.0008 0.004 Vel = 1.22
RA10 3 0.0 4 E 13.167 1.000 120 12.527
to 0.0 13.167 0.0
BF13 3 54.38 4.26 0.0 14.167 0.0009 0.013 Vel = 1.22
BF13 3 0.0 4 E 13.167 1.000 120 12.540
to 0.0 13.167 0.0
BF12 3 54.38 4.26 0.0 14.167 0.0008 0.012 Vel = 1.22
BF12 3 0.0 4 E 13.167 1.000 120 12.552
to Zac 0.0 13.167 3.840 * * Fixed Loss = 3.84
BF11 3 54.38 4.26 0.0 14.167 0.0009 0.013 Vel = 1.22
BF11 3 0.0 4 E 13.167 1.000 120 16.405
to 0.0 13.167 0.0
BF10 3 54.38 4.26 0.0 14.167 0.0009 0.013 Vel = 1.22
BF10 3 0.0 4 2E 26.334 1.000 120 16.418
to 0.0 26.334 0.0
UG10 3 54.38 4.26 0.0 27.334 0.0009 0.024 Vel = 1.22
UG10 3 0.0 4 E 13.167 3.000 120 16.442
to 0.0 13.167 1.299
UG11 0 54.38 4.26 0.0 16.167 0.0009 0.015 Vel = 1.22
UG11 0 0.0 6 E 20.084 100.000 140 17.756
to 0.0 20.084 0.0
HOSE 0 54.38 6.16 0.0 120.084 0.0001 0.014 Vel = 0.59
HOSE 0 H250 250.00 12 0.0 300.000 140 17.770
to 0.0 0.0 0.0
TEST 0 304.38 12.34 0.0 300.000 0.0001 0.027 Vel = 0.82
0.0
TEST 304.38
17.797 K Factor = 72.15
D402 0 5.60 18.25 1 T 5.0 1.010 120 10.625
to 0.0 5.000 0.0
D403 0 18.25 1.049 0.0 6.010 0.1098 0.660 Vel = 6.77
0.0
D403 18.25
11.285 K Factor = 5.43
Computer Programs by Hydratec Inc. Revision: 50.53.5