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HC HYDRANT NEOM SFSP - TROJENA CAMP

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NEOM SFSP - TROJENA CAMP
Fire Hydrant System Reports
for
NEOM
Prepared By:
MMH
3/31/2024
Elite Software Development, Inc.
NEOM SFSP - TROJENA CAMP
Page 2
Fire - Fire Sprinkler Hydraulics Calculation Program
General Project Data Report
General Data
Project Title:
Designed By:
Code Reference:
Client Name:
Address:
Company Name:
Company Address:
Phone:
Building Name:
Contact at Building:
Address Of Building:
NEOM SFSP - TROJENA CAMP
HYDRANT..fiw
3/31/2024
NEOM
NEOM SFSP - TROJENA CAMP
Project File Name:
MMH
SBC-801, NFPA 14
NEOM
Date:
Approving Agency:
Phone:
City, State Zip Code:
Representative:
City And State:
NEOM SFSP - TROJENA CAMP
Building Owner:
NEOM
Phone at Building:
City, State Zip Code:
SAUDI ARABIA
Project Data
Description Of Hazard:
Light Hazard
Design Area Of Water Application:
1 ft²
Default Hose K-Factor:
223.61 K
Inside Hose Stream Allowance:
0.00 gpm
In Rack Sprinkler Allowance:
0.00 gpm
Hose Specifications
Make:
Size:
Hose System Type:
Wet
Maximum Area Per Hose:
1 ft²
Default Pipe Material:
SCHED 40 WET STEEL
Outside Hose Stream Allowance:
0.00 gpm
Model:
Temperature Rating:
155 F
Water Supply Test Data
Source Of Information:
Test Hydrant ID:
Hydrant Elevation:
Test Flow Rate:
Calculated System Flow Rate:
Available Residual Pressure At
System Flow:
Date Of Test:
0 ft
1000.00 gpm
1000.01 gpm
Static Pressure:
Test Residual Pressure:
Calculated Inflow Residual Pressure:
101.00 psi
87.00 psi
63.83 psi
87 psi
Calculation Project Data
Calculation Mode:
HMD Minimum Residual Pressure:
Number Of Active Nodes:
Number Of Active Pipes:
Number Of Active Hoses:
Demand
20.00 psi
13
14
1
Minimum Desired Flow Density:
Number Of Inactive Pipes:
Number Of Inactive Hoses:
0.10 gpm/ft²
0
0
Elite Software Development, Inc.
NEOM SFSP - TROJENA CAMP
Page 3
Fire - Fire Sprinkler Hydraulics Calculation Program
Fire Hose Input Data
Node Input Data
Area Group
Branch Dia.
(in)
Hose KFactor
(K)
Branch Len.
(ft)
Pressure
Estimate (psi)
Branch Stnd
Fittings
Node Elev (ft)
Branch NonStnd Fittings
(ft)
Fixed Flow
(gpm)
Branch Sprk
KFactor (K)
Hose
----
---0.000
223.61
0.0
20.00
----
3.94
0.0
0.00
0.00
2
No Discharge
----
---0.000
N/A
0.0
58.18
----
-2.95
0.0
0.00
0.00
3
No Discharge
----
---0.000
N/A
0.0
60.50
----
-2.95
0.0
0.00
0.00
4
No Discharge
----
---0.000
N/A
0.0
61.19
----
-2.95
0.0
0.00
0.00
5
No Discharge
----
---0.000
N/A
0.0
61.72
----
-2.95
0.0
0.00
0.00
6
No Discharge
----
---0.000
N/A
0.0
61.63
----
-2.95
0.0
0.00
0.00
7
No Discharge
----
---0.000
N/A
0.0
63.06
----
-2.95
0.0
0.00
0.00
8
No Discharge
----
---0.000
N/A
0.0
62.83
----
-2.95
0.0
0.00
0.00
9
No Discharge
----
---0.000
N/A
0.0
63.21
----
-2.95
0.0
0.00
0.00
10
No Discharge
----
---0.000
N/A
0.0
63.50
----
-2.95
0.0
0.00
0.00
11
No Discharge
----
---0.000
N/A
0.0
59.63
----
6.56
0.0
0.00
0.00
12
No Discharge
----
---0.000
N/A
0.0
60.50
----
6.56
0.0
0.00
0.00
13
No Discharge
----
---0.000
N/A
0.0
63.83
----
0.00
0.0
0.00
0.00
Node
No.
Node Description
Branch Description
1
Elite Software Development, Inc.
NEOM SFSP - TROJENA CAMP
Page 4
Fire - Fire Sprinkler Hydraulics Calculation Program
Fire Hose Input Data
Pipe Input Data
Nominal
Diameter
(inch)
Type
Group
Fitting
Data
Nominal
Length
(feet)
Fitting
Length
(feet)
Total
Length
(feet)
CFactor
(gpm/inc
h-psi)
SCHED 40 WET STEEL
2.500
0
E
6.56
6.00
12.56
120
3
U/G HDPE
6.000
0
TG
32.81
33.00
65.81
150
3
4
U/G HDPE
8.000
0
E2T
290.35
88.00
378.35
150
4
5
U/G HDPE
8.000
0
2T
224.74
70.00
294.74
150
3
6
U/G HDPE
8.000
0
2E
291.99
36.00
327.99
150
5
6
U/G HDPE
8.000
0
2T
337.93
70.00
407.93
150
5
7
U/G HDPE
8.000
0
2FET
377.30
71.00
448.30
150
6
8
U/G HDPE
8.000
0
3FET
475.72
80.00
555.72
150
8
9
U/G HDPE
8.000
0
T
137.80
35.00
172.79
150
7
9
U/G HDPE
8.000
0
49.21
0.00
49.21
150
9
10
U/G HDPE
8.000
0
E
13.12
18.00
31.12
150
10
11
SCHED 40 WET STEEL
8.000
0
E
9.84
18.00
27.84
120
11
12
SCHED 40 WET STEEL
8.000
0
TGC
9.84
84.00
93.84
120
12
13
SCHED 40 WET STEEL
8.000
0
GC
3.28
49.00
52.28
120
Beg.
Node
End.
Node
Pipe Description
1
2
2
Elite Software Development, Inc.
NEOM SFSP - TROJENA CAMP
Page 5
Fire - Fire Sprinkler Hydraulics Calculation Program
Fire Hose Output Data
Overall Node Groupings Output Data
Pipe Segment
Beg.
End.
Node
Node
Pipe
Type
Group
Pipe
Flow Rate
(gpm)
Hose Flow
At Beg. Node
(gpm)
Fixed Flow
Out (+)
In (-)
(gpm)
(gpm)
Beg. Node
Residual
Pressure (psi)
Imbalance
Flow At Beg.
Node (gpm)
1
2
0
-1000.01
1000.01
0.00
0.00
20.00
2
2
1
3
0
0
1000.01
-1000.01
0.00
0.00
0.00
58.18
0.00082
3
3
3
2
4
6
0
0
0
1000.01
-413.73
-586.29
0.00
0.00
0.00
60.50
-0.00006
4
4
3
5
0
0
413.73
-413.73
0.00
0.00
0.00
61.19
-0.00001
5
5
5
4
6
7
0
0
0
413.73
130.07
-543.80
0.00
0.00
0.00
61.72
0.00005
6
6
6
3
5
8
0
0
0
586.29
-130.07
-456.22
0.00
0.00
0.00
61.63
-0.00002
7
7
5
9
0
0
543.80
-543.80
0.00
0.00
0.00
63.06
-0.00008
8
8
6
9
0
0
456.22
-456.22
0.00
0.00
0.00
62.83
-0.00003
9
9
9
7
8
10
0
0
0
543.80
456.22
-1000.01
0.00
0.00
0.00
63.21
0.00002
10
10
9
11
0
0
1000.01
-1000.01
0.00
0.00
0.00
63.50
-0.00001
11
11
10
12
0
0
1000.01
-1000.01
0.00
0.00
0.00
59.63
0.00008
12
12
11
13
0
0
1000.01
-1000.01
0.00
0.00
0.00
60.50
-0.00004
13
12
0
1000.01
0.00
0.00
-1000.01
63.83
Elite Software Development, Inc.
NEOM SFSP - TROJENA CAMP
Page 6
Fire - Fire Sprinkler Hydraulics Calculation Program
Fire Hose Output Data
Overall Pipe Output Data
Beg.
End.
Node
1
2
Nodal
KFactor
(K)
Hose/Fix
Elevation
Discharge
(feet)
(gpm)
223.61
3.94
1000.01
0.00
-2.95
0.00
SCHED 40 WET STEEL
Residual Nom. Dia.
Pressure Inside Dia.
(psi)
C-Value
q (gpm)
Q (gpm)
Velocity
(fps)
F. L./ft
(psi/ft)
Fittings
Type-Grp
Pipe-Len.
Fit-Len.
Tot-Len.
(ft)
PF-(psi)
PE-(psi)
PT-(psi)
20.00
58.18
6.00
2.469
120
1000.01
1000.01
7.01
2.80222
E
0
6.56
6.00
12.56
35.202
2.983
38.185
2
3
0.00
-2.95
0.00
-2.95
U/G HDPE
0.00
0.00
58.18
60.50
6.00
6.065
150
0.00
1000.01
4.11
0.03521
TG
0
32.81
33.00
65.81
2.317
0.000
2.317
3
4
0.00
-2.95
0.00
-2.95
U/G HDPE
0.00
0.00
60.50
61.19
8.00
7.981
150
413.73
413.73
2.65
0.00181
E2T
0
290.35
88.00
378.35
0.684
0.000
0.684
4
5
0.00
-2.95
0.00
-2.95
U/G HDPE
0.00
0.00
61.19
61.72
8.00
7.981
150
0.00
413.73
2.65
0.00181
2T
0
224.74
70.00
294.74
0.533
0.000
0.533
5
6
0.00
-2.95
0.00
-2.95
U/G HDPE
0.00
0.00
61.72
61.63
8.00
7.981
150
130.07
130.07
0.83
0.00021
2T
0
337.93
70.00
407.93
0.087
0.000
0.087
3
6
0.00
-2.95
0.00
-2.95
U/G HDPE
0.00
0.00
60.50
61.63
8.00
7.981
150
586.29
586.29
3.76
0.00344
2E
0
292.00
36.00
327.99
1.130
0.000
1.130
5
7
0.00
-2.95
0.00
-2.95
U/G HDPE
0.00
0.00
61.72
63.06
8.00
7.981
150
0.00
543.80
3.49
0.00300
2FET
0
377.30
71.00
448.30
1.343
0.000
1.343
6
8
0.00
-2.95
0.00
-2.95
U/G HDPE
0.00
0.00
61.63
62.83
8.00
7.981
150
456.22
456.22
2.93
0.00217
3FET
0
475.72
80.00
555.72
1.203
0.000
1.203
7
9
0.00
-2.95
0.00
-2.95
U/G HDPE
0.00
0.00
63.06
63.21
8.00
7.981
150
0.00
543.80
3.49
0.00300
----0
49.21
0.00
49.21
0.147
0.000
0.147
8
9
0.00
-2.95
0.00
-2.95
U/G HDPE
0.00
0.00
62.83
63.21
8.00
7.981
150
0.00
456.22
2.93
0.00217
T
0
137.80
35.00
172.79
0.374
0.000
0.374
9
10
0.00
-2.95
0.00
-2.95
U/G HDPE
0.00
0.00
63.21
63.50
8.00
7.981
150
0.00
1000.01
6.41
0.00925
E
0
13.12
18.00
31.12
0.288
0.000
0.288
10
11
0.00
-2.95
0.00
0.00
6.56
0.00
SCHED 40 WET STEEL
63.50
59.63
8.00
7.981
120
0.00
1000.01
6.41
0.00925
E
0
9.84
18.00
27.84
0.257
-4.120
-3.862
Elite Software Development, Inc.
NEOM SFSP - TROJENA CAMP
Page 7
Fire - Fire Sprinkler Hydraulics Calculation Program
Fire Hose Output Data
Overall Pipe Output Data (cont'd)
Beg.
End.
Node
Nodal
KFactor
(K)
Hose/Fix
Elevation
Discharge
(feet)
(gpm)
Residual Nom. Dia.
Pressure Inside Dia.
(psi)
C-Value
q (gpm)
Q (gpm)
Velocity
(fps)
F. L./ft
(psi/ft)
Fittings
Type-Grp
Pipe-Len.
Fit-Len.
Tot-Len.
(ft)
PF-(psi)
PE-(psi)
PT-(psi)
11
12
0.00
6.56
0.00
0.00
6.56
0.00
SCHED 40 WET STEEL
59.63
60.50
8.00
7.981
120
0.00
1000.01
6.41
0.00925
TGC
0
9.84
84.00
93.84
0.868
0.000
0.868
12
13
0.00
6.56
0.00
0.00
0.00
0.00
SCHED 40 WET STEEL
60.50
63.83
8.00
7.981
120
0.00
1000.01
6.41
0.00925
GC
0
3.28
49.00
52.28
0.484
2.841
3.325
Elite Software Development, Inc.
NEOM SFSP - TROJENA CAMP
Page 8
Fire - Fire Sprinkler Hydraulics Calculation Program
Fire Hose Output Data
Overall Hose Output Data
Flowing
Hose Node
No.
Area Group
Code
Hose
KFactor (K)
Node
Elevation
(feet)
Residual
Pressure
(psi)
1
Sub Totals For Non-Group
223.61
3.94
20.00
Totals For All Groups
Flowing
Area (ft²)
Flowing
Density
(gpm/ft²)
Hose
Discharge
(gpm)
1.00
1.00
1000.014
1000.014
1000.01
1000.01
1.00
1000.014
1000.01
Elite Software Development, Inc.
NEOM SFSP - TROJENA CAMP
Page 9
Fire - Fire Sprinkler Hydraulics Calculation Program
Fire Hose Output Summary
Hydraulically Most Demanding Hose Node
HMD Hose Node Number:
HMD Actual Residual Pressure:
HMD Actual GPM:
1
20.00 psi
1000.01 gpm
Hose Summary
Hose System Type:
Specified Area Of Application:
Minimum Desired Density:
Application Average Density:
Application Average Area Per Hose:
Hose Flow:
Average Hose Flow:
Wet
1.00
0.100
1000.014
1.00
1000.01
1000.01
ft²
gpm/ft²
gpm/ft²
ft²
gpm
gpm
Flow Velocity And Imbalance Summary
Maximum Flow Velocity ( In Pipe 9 - 10 )
Maximum Velocity Pressure ( In Pipe 1 - 2 )
6.41 ft/sec
0.82 psi
Allowable Maximum Nodal Pressure Imbalance:
Actual Maximum Nodal Pressure Imbalance:
Actual Average Nodal Pressure Imbalance:
Actual Maximum Nodal Flow Imbalance:
Actual Average Nodal Flow Imbalance:
0.0001
0.0001
0.0000
0.0008
0.0001
psi
psi
psi
gpm
gpm
Overall Network Summary
Number Of Unique Pipe Sections:
Number Of Flowing Hoses:
14
1
Pipe System Water Volume:
5823.15 gal
Hose Flow:
Fixed Flow:
1000.01 gpm
0.00 gpm
Minimum Required Residual Pressure At System Inflow
Node:
Demand Flow At System Inflow Node:
63.83 psi
1000.01 gpm
Elite Software Development, Inc.
NEOM SFSP - TROJENA CAMP
Page 10
Fire - Fire Sprinkler Hydraulics Calculation Program
Fire Hose Output Data
Hydraulic Supply/Demand Graph
200
180
160
Pressure psi
140
120
100
101
87
80
60
51
40
20
0
2
4
6
8
10
12
14
Flowrate(x100) gpm
Supply Curve Data
Static Pressure: 101 psi
Test Residual Pressure: 87 psi
Test Flow Rate: 1000 gpm
Demand Curve Data
Calculated Residual Pressure: 63.83 psi
Calculated Flow Rate: 1000.01 gpm
Excess Available Residual Pressure At Calculated Flow: 23.17 psi
16
18
20
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