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8/2/2019 Hydraulic Calculation Ff
1/9
x
8/2/2019 Hydraulic Calculation Ff
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Project Name : PROPOSED BLOCK FACTRY Date : 30-Nov-11
Location : INDUSTRIEL AREA System Name FIRE HYDRANT
Prepared by : Checked by :
Node& Liquid Pipe Velocity Friction
Ref. Branch Flow Size (ft./sec) Fitting Description K-factor Loss.
(gal./min) (inches) P.S.I./FtL = 0.00 1-Orifice ScrewedF = 8.00T = 8.00L = 12.00 1-1'' Tee Branch ScrewedF = 1.23T = 13.23L = 0.00 1-1'' Tee Branch ScrewedF = 0.00T = 0.00L = 12.00F = 5.77T = 17.77L = 0.00F = 0.00T = 0.00L = 12.00 1-1 1/4'' Tee Branch ScrewedF = 4.29T = 16.29L = 0.00F = 0.00T = 0.00L = 12.00 1-1 1l2" Tee Branch ScrewedF = 3.46T = 15.46L = 0.00
0.02
0.0924.500 0.00
8 NODE4-5 65.16 1.50 11.816 1.60
0.24
0.09
7 NODE4 60.05 1.00
24.500 0.00
6 NODE 3-4 48.87 1.25 12.761 1.70
0.40
0.09
5 NODE3 60.05 1.00
4 NODE2-3 120.10 1.00 49.001 1.80
3 NODE2 60.05 1.00 24.500 0.00
24.500 1.80 0.09
0.09
2 NODE1-2 60.05 1.00
8.006.120
Density = 62.216167 lb./cu.ft. Kinematic Viscosity = 0.000009276 sq.ft./sec
Liquid Type= Water Liquid Temperature =80F Pipe Material: Black steel Sch.40
HYDAULIC CALCULATION
1 NODE1 60.00 2.00
Pipe&Fitting
Equiv. Length
(ft.-psi)
8/2/2019 Hydraulic Calculation Ff
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F = 0.00T = 0.00
L = 5.00 1-1 1l2" Tee Branch ScrewedF = 5.40T = 10.40L = 12.00F = 2.99 2-2" Tee Branch ScrewedT = 14.99L = 0.00F = 0.00T = 0.00L = 12.00 1-1" Tee Branch ScrewedF = 1.23T = 13.23
L = 0.00F = 0.00T = 0.00L = 12.00 1-1" Tee Branch ScrewedF = 5.77T = 17.77L = 0.00F = 0.00T = 0.00L = 12.00 1-1 1/4'' Tee Branch ScrewedF = 4.29T = 16.29L = 0.00F = 0.00T = 0.00L = 12.00 1-1 1l2" Tee Branch ScrewedF = 3.46T = 15.46L = 0.00F = 0.00T = 0.00L = 5.00F = 5.40T = 10.40L = 12.00
F = 4.55T = 16.55L = 0.00
19
60.05
21
NODE11 60.05
13
15
17
0.068.308 2.8011 NODE6-12 2.00
20
NODE11-12 81.45 1.50 14.770 1.60 0.26
10.634 2.60
24.500 0.00
22 NODE12-18 162.90 2.50
0.09
0.07
1.00
NODE10-11 65.16 1.50 11.816 1.60 0.17
0.0918 NODE10 60.05 1.00 24.500 0.00
NODE9-10 48.87 1.25 12.761 1.70 0.24
0.0916 NODE9 60.05 1.00 24.500 0.00
NODE8-9 35.28 1.00 14.394
0.00
1.80 0.40
0.0914 NODE8 60.05 1.00 24.500
24.500 0.00
NODE7-8 60.05 1.00 24.500 1.80 0.09
0.09
0.26
0.09
12 NODE7
81.45
1.00
24.500 0.00
10 NODE5-6 81.45 1.50 14.770 1.60
9 NODE5 60.05 1.00
8/2/2019 Hydraulic Calculation Ff
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F = 0.00T = 0.00
L = 12.00F = 1.23T = 13.23L = 0.00F = 0.00T = 0.00L = 12.00F = 5.77T = 17.77L = 0.00F = 0.00T = 0.00
L = 12.00 1-1 1/4'' Tee Branch ScrewedF = 4.29T = 16.29L = 0.00F = 0.00T = 0.00L = 12.00 1-1 1/2'' Tee Branch ScrewedF = 3.46T = 15.46L = 0.00F = 0.00T = 0.00L = 5.00 1-1 1/2'' Tee Branch ScrewedF = 5.40T = 10.40L = 12.00 2-4'' Tee Branch ScrewedF = 4.18T = 16.18L = 0.00F = 0.00T = 0.00L = 12.00 1-1'' Tee Branch ScrewedF = 1.23T = 13.23L = 0.00
F = 0.00T = 0.00L = 12.00 1-1'' Tee Branch Screwed
1.25 12.761
1.00 24.500
1.50
3.00 11.077
1.00
0.00
1.80 0.09102
0.09102
0.09102
0.16544
1.70
1.60
1.60
0.00
0.00
0.00
48.87
60.05
65.16
60.05
81.45
244.35
60.05
60.05
NODE15-16
NODE16
NODE16-17
NODE17
NODE17-18
NODE18-24
NODE19
NODE19-20
28
29
30
1.00
32
33
34
NODE14 1.00 14.394
35
0.09124.500 0.0027 NODE15 60.05
6.646
31
6.646
1.80 0.40
0.24117
0.25503
0.09102
6.646
0.09102
2.20 0.06140
60.05
11.816
1.50 14.770
1.00
1.00 24.500
25 NODE14 60.05 1.00 24.500 0.00 0.09
24 NODE13-14 60.05 1.00 0.0924.500 1.80
35.28
23 NODE13 60.05
26
0.00 0.0924.500
1.00
1.00
36 NODE20
8/2/2019 Hydraulic Calculation Ff
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F = 5.77T = 17.77L = 0.00F = 0.00T = 0.00L = 12.00 1-1 1/4'' Tee Branch ScrewedF = 4.29T = 16.29L = 0.00F = 0.00T = 0.00L = 12.00 1-1 1/2''Tee Branch ScrewedF = 3.46T = 15.46L = 0.00F = 0.00
T = 0.00L = 5.00 1-1 1/2''Tee Branch ScrewedF = 5.40T = 10.40L = 12.00 2-4''Tee Branch ScrewedF = 7.43T = 19.43L = 0.00F = 0.00T = 0.00L = 5.00 11-4''Tee Branch ScrewedF = 1.89T = 6.89
L = 52.00F = 14.26T = 66.26L = 59.00 4-4''Elbow 90 ScrewdF = 6.03 2-4'' Tee Branch ScrewedT = 65.03 1-4''Gate Valve ScrewedL = 22.00 4-4''Elbow 90 ScrewdF = 6.46 2-4'' Tee Branch ScrewedT = 28.46 4-4'' Gate Valve Screwed
48 NODE27-28 540.00 4.00
1.50 14.770
3.00 14.770
4.00
8.723
8.723
8.723
1.00 6.643
4.00
4.00 8.723
1.50 11.816
57.00 6.646
1.00 6.646
1.00 14.394
6.646
1.25 12.761
0.04223
5.12
5.48
0.04223
12.10 0.04223
1.60 0.04223
0.00 0.09102
2.20 0.10723
1.60 0.25503
0.00 0.91020
0.00 0.09102
1.60 0.16544
1.70 0.24117
0.00 0.09102
1.80 0.40269
540.00
540.00
120.05
325.80
60.05
540.00
48.87
60.05
65.16
60.05
NODE26-27
NODE28-pump
NODE23-24
NODE24-26
NODE25
NODE25-26
NODE21-22
NODE22
NODE22-23
NODE23
47
49
43
44
45
46
39
40
41
42
Total Liquide Flow = 540 gal./min Total Pressure Loss = 132.17 ib./sq.in.
37 NODE20-21
38 NODE21 60.05 1.00
60.05
8/2/2019 Hydraulic Calculation Ff
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Consultant
Friction Static Total
Factor Pressure Pressure
(Ib./sq.in) (Ib./sq.in)
0.02 0.00 3.483
0.00 0.000
0.02 0.00 4.750
0.03
0.00 0.000
0.02 0.00 7.333
0.03
0.03 0.00
0.03 0.00
NOTE
0.03 0.00 1.625
0.000
Specific Gravity = 0.99705
Rouhhness Factor=0.00015 ft
8.168
8/2/2019 Hydraulic Calculation Ff
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1.9990.21 0.00
0,0218 0.00 3.615
2.827
0.000
0.000,01958
0.000,02561
0.00 3.438
0.0000.03
0,02209
0.00
0.00 4.750
0.0000.03
0.02
0.00
0.00 7.333
0.0000.03
0.02
0.03
0.03 0.00 1.625
0.00
0.000
0.02 0.00 3.615
0.00
0.00 0.0000.03
8/2/2019 Hydraulic Calculation Ff
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0.000
0.02561
0.02561
0.000
0.02561 0.00 1.625
0.00
0.02561 0.00
3.615
0.00 2.547
0.02180 0.00
0.01866
0.02301
3.483
0.02561 0.00
0.02209
0.0000.00
4.750
0.000
0.00
0.00
0.00
0.00 7.3330.02
0.0000.02561
0.03 0.00 0.000
0.00
0.000,02561
1.652
0.000
0,02561
8/2/2019 Hydraulic Calculation Ff
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4.330.02759
0.02759
8.055
0.02759
0.00 1.027
0.02759 0.00 8.369
0.00 4.504
0.02561 0.00 0.000
0.01833
0.000
0.02180 0.00 3.615
0.02561 0.00
3.483
0.02561
0.02209 0.00
0.00
0.00 0.000
7.333
0.000
0.02301 0.00 4.750
0.02416 0.00
0.02561
Safety Factor = 5%
0.00 5.104