AREA 1 CALCUATIONHydraulic calculations using HydraCALC
CORNELIUSEN CONSULTING
20 HIDDEN MEADOWS LANE
WRENTHAM MASS 02093
781-248-7497
Job Name : 217 ESSEX STREET SPRINKLER SYSTEM REV A
Drawing : SP-1 TO 5
Location : 217 -221 ESSEX STREET SALEM
Remote Area : AREA 1
Contract
Data File : 217 ESSEX STREET SPRINKLER SYSTEM REV A Area 1.WXF
Computer Programs by Hydratec Inc. Revision: 50.53.5
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Flow Summary - NFPA
CORNELIUSEN CONSULTING
217 ESSEX STREET SPRINKLER SYSTEM REV A
Node at Static Residual
Source Pressure Pressure
TEST 70.0 67
SUPPLY ANALYSIS
Flow
Page 3
Date
Available
Pressure Total Demand Required Pressure
811.0 69.845 163.2 25.846
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node
B400 0.0
B401 0 0
8402 0.0
B405 0.0
B407 0 0
M408 0 0
M407 0.0
M406 0.0
M405 0.0
M404 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
B403 0.0
8404 0.0
B406 0 0
4.2
49
4.9
4.2
11.76
11.78
11 83
122
12.83
15.35
15.99
16.05
16.45
16.65
16.75
21.1
21 67
21 9
18.46
18.49
18 57
18.58
18.59
18.61
18.64
18.68
18.68
18.75
20.92
20.94
20.95
24.45
24.47
24.5
25.82
25.84
25 85
11.72
12.09
12.74
14.4
100.0
16.78
17.03
14.99
Notes
Computer Programs by Hydratec Inc. Revision: 50.53.5
Final Calculations : Hazen -Williams
CORNELIUSEN CONSULTING
217 ESSEX STREET SPRINKLER SYSTEM REV A
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 4
Date
B400 0 4 20 14,40 1.5 0.0 2.450 120 11.755
to 0.0 0.0 0.0
B401 0 14.4 1.61 0.0 2.450 0.0090 0.022 Vel = 2.27
B401 0 0.0 1.5 E 4.0 2.500 120 11 777
to 0.0 4.000 0.0
6402 0 14.4 1 61 0.0 6.500 0.0088 0 057 Vel = 2.27
B402 0 16.78 1.5 0.0 10.000 120 11 834
to 0.0 0 0 0.0
B405 0 31.18 1.61 0.0 10.000 0.0367 0.367 Vel = 4 91
B405 0 17.03 1.5 0.0 7 610 120 12.201
to 0.0 0.0 0.0
B407 0 48.21 1.61 0.0 7.610 0 0823 0.626 Vel = 7.60
Notes ""'""
B407 0 14.99 1.5 T 8.0 10.580 120 12.827
to 0 0 8.000 0.0
M408 0 63.2 1 61 0.0 18.580 0 1358 2.523 Vel = 9.96
M408 0 0.0 2 0.0 19.560 120 15.350
to 0.0 0.0 0.0
M407 0 63.2 2.157 0.0 19.560 0.0327 0 639 Vel = 5.55
M407 0 0.0 2 0.0 1 780 120 15.989
to 0.0 0 0 0.0
M406 0 63.2 2.157 0.0 1.780 0 0326 0.058 Vel = 5.55
M406 0 0.0 2 0.0 12.360 120 16.047
to 0.0 0.0 0 0
M405 0 63.2 2.157 0.0 12.360 0.0327 0.404 Vet = 5.55
M405 0 0.0 2 0 0 6 150 120 16.451
to 0.0 0.0 0.0
M404 0 63.2 2.157 0.0 6.150 0.0327 0 201 Vel = 5.55
M404 0 0 0 2 0.0 2.940 120 16.652
to 0.0 0.0 0.0
M403 0 63 2 2.157 0.0 2.940 0.0327 0.096 VeI = 5.55
M403 0 0.0 2 T 12.307 8 260 120 16.748
to S 13.537 33.228 3.000 ` * Fixed Loss = 3
FC10 0 63.2 2.157 Fsp 0 0 41.488 0.0327 1 355 Vet = 5.55
B _ 7.384
FC10 0 0 0 2 E 6.153 11.220 120 21.103
to 0.0 6.153 0.0
400 0 63.2 2.157 0.0 17 373 0 0327 0.568 Vel = 5.55
400 0 0.0 2 E 6153 1.000 120 21.671
to 0 0 6.153 0.0
105 0 63.2 2.157 0.0 7.153 0.0326 0.233 Vel = 5.55
105 0 0.0 4 E 13.167 0.820 120 21.904
to 0.0 13.167 -3.465
B-5 8 63.2 4 26 0.0 13 987 0.0012 0.017 Vel = 1.42
6-5 8 0.0 4 E 13.167 14.740 120 18.456
to 0.0 13.167 0 0
M106 8 63 2 4.26 0.0 27.907 0.0012 0 033 Vel = 1.42
M106 8 0.0 4 E 13.167 56.530 120 18.489
to 0 0 13.167 0.0
M105 8 63.2 4.26 0.0 69.697 0 0012 0.083 Vet = 1.42
Computer Programs by Hydratec Inc. Revision: 50.53.5
Final Calculations : Hazen -Williams
CORNELIUSEN CONSULTING
217 ESSEX STREET SPRINKLER SYSTEM REV A
Nadel 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 """``
M105 8 0.0 4 0.0 4.530 120 18.572
to 0.0 0 0 0.0
M104 8 63.2 4.26 0.0 4,530 0.0013 0.006 Vel = 1.42
M104 8 0 0 4 E 13.167 0.660 120 18.578
to 0.0 13.167 0.0
M103 8 63.2 4.26 0.0 13.827 0.0012 0.016 Vel = 1.42
M103 8 0.0 4 E 13 167 1.000 120 18 594
to 0.0 13.167 0.0
M102 8 63.2 4.26 0.0 14.167 0.0012 0.017 Vel = 1.42
M102 8 0.0 4 2E 26.334 0 660 120 18.611
to 0.0 26 334 0.0
M 101 8 63.2 4 26 0.0 26.994 0.0012 0.032 VeI = 1.42
M101 8 0 0 4 T 26.334 2.210 120 18.643
to 0.0 26.334 0.0
M100 8 63.2 4.26 0.0 28.544 0.0012 0.034 Vel = 1.42
M100 8 0.0 4 0 0 1.560 120 18 677
to 0.0 0.0 0.0
100 8 63 2 4.26 0.0 1.560 0.0013 0.002 Vel = 1.42
100 8 0.0 4 E 13 167 0 520 120 18.679
to Aty 30.284 59 251 0.0
RA11 8 63 2 4 26 B 15.8 59.771 0.0012 0 071 Vel = 1.42
RA11 8 0.0 4 0.0 5.000 120 18.750
to 0.0 0.0 2 166
RA10 3 63.2 4.26 0.0 5.000 0.0010 0.005 Vel = 1.42
RA10 3 0.0 4 E 13.167 1.000 120 20.921
to 0 0 13.167 0.0
BF13 3 63.2 4 26 0.0 14.167 0.0012 0.017 Vel = 1.42
BF13 3 0.0 4 E 13.167 1 000 120 20.938
to 0.0 13.167 0.0
BF12 3 63.2 4 26 0.0 14.167 0.0012 0 017 Vel = 1.42
BF12 3 0.0 4 E 13.167 1.000 120 20.955
to Zac 0.0 13.167 3.480 * * Fixed Loss = 3.48
BF11 3 63.2 4 26 0.0 14.167 0.0012 0.017 Vet = 1.42
BF11 3 0.0 4 E 13.167 1.000 120 24.452
to 00 13167 0.0
BF10 3 63 2 4 26 0.0 14.167 0.0011 0 016 Vel = 1.42
BF10 3 0.0 4 2E 26.334 1.000 120 24.468
to 0.0 26 334 0.0
UG10 3 63 2 4.26 0.0 27,334 0 0012 0.033 Vel = 1 42
UG10 3 0.0 4 E 13.167 3.000 120 24.501
to 0.0 13.167 1.299
UG11 0 63.2 4.26 00 16167 00012 0.019 Vel= 1.42
UG11 0 0 0 6 E 20.084 100.000 140 25.819
to 0.0 20.084 0.0
HOSE 0 63 2 6.16 0.0 120.084 0.0001 0.018 Vel = 0.68
HOSE 0 H100 100.00 12 0.0 300.000 140 25.837
to 00 00 0.0
TEST 0 163.2 12.34 0.0 300.000 0 0.009 Vel = 0 44
Computer Programs by Hydratec Inc. Revision. 50.53 5
Final Calculations : Hazen -Williams
CORNELIUSEN CONSULTING
217 ESSEX STREET SPRINKLER SYSTEM REV A
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 6
Date
*******
Notes *****`
0.0
TEST 163.20 25.846 K Factor = 32.10
B403 0 4.90 16 78 1.5 T 8 0 1.650 120 11.721
to 0.0 8.000 0.0
B402 0 16 78 1.61 0.0 9.650 0.0117 0.113 Vel = 2.64
0.0
B402 16.78 11.834 K Factor = 4.88
B404 0 4.90 17.03 1.5 T 8.0 1.650 120 12.085
to 0 0 8.000 0 0
B405 0 17 03 1.61 0 0 9.650 0.0120 0.116 Vet = 2.68
0.0
B405 17.03 12.201 K Factor = 4.88
B406 0 4.20 14.99 1.5 T 8.0 0.800 120 12.744
to 0 0 8.000 0.0
B407 0 14 99 1 61 0 0 8.800 0 0094 0.083 Vel = 2.36
00
B407 14.99 12 827 K Factor = 4.19
Computer Programs by Hydratec Inc. Revision: 50.53 5