Appendix E6 - Hydr Calc_Fire Alarm_Fire Pumps Datasheets.pdf
PDF 15 MB Posted
- Solicitation number
- W912GB21R0029
- Issued by
-
Department of the Army European Command
About this file
This document provides details for a federal contract opportunity for utility modernization at Chievres Air Base in Belgium. The Department of the Army European Command is soliciting proposals under solicitation number W912GB21R0029 to modernize utilities at Chievres Air Base. A pre-proposal site visit will be held at a date and time to be determined. Interested parties must register for the site visit by emailing Taylor Wimberly, Allison Blount, and Shawna West no later than June 18, 2021 at 1500 hours CEST to receive site visit details. The document calls for proposals to modernize utilities but does not provide further specifics on required products or services.
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Hydraulic Overview Job Number: 8353 CHIE-UTI
Report Description: Hydraulic Calculation #1 - 50% Counterclockwise
Node Flow(gpm) Hose Flow(gpm) Static(psi) Residual(psi)Name
105 2500.00gpm 153.000 140.000Pump
Identifier Pressure(psi) K-Factor(K bar) Flow(gpm)
Gauge 6 38.549 4063.4 1750.00gpm
Gauge 7 0.000 0 0.00gpm
Job
System
Supplies Check Point Gauges
8353 CHIE-UTI Ken Inghels
Chievres Utilities Repair Project
Chievres Airbase
Rue du Septième Wing
CAB - Fireloop 2020.cad
Job Name:
Address 1
Address 2
Design Engineer
Phone FAX
State Certification/License Number
AHJ
Job Site/Building
Most Demanding Sprinkler Data
Coverage Per Sprinkler
Total Demand
Area of Application
Hose Streams
Number Of Sprinklers Calculated
Pressure Result
Job Number
1750.00gpm @ 87.645
NA
NA
K-Factor at
NA
NA
Pumps: Static = Churn (Pressure @ Zero Flow)
Density
+58.672 (40.1%)
Address 3
Chievres
System Pressure Demand System Flow Demand
87.645 1750.00gpm
1750.00gpm
Number Of Sprinklers Calculated
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Hydraulic Summary
Job Number: 8353 CHIE-UTI
Node Flow(gpm)
Hydrant At Node 1 1750.00gpm
Total Hose Streams
1750.00gpm
Pumps: Static = Churn (Pressure @ Zero Flow)
Safety MarginRequiredAvailable
Node
Hose Flow Static Residual Flow Total Demand
(gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi)@@Name
105 146.316 87.645 58.6722500.00gpm140.000153.000 1750.00gpmPump
Design EngineerJob Number
Total Water Required (Including Hose Allowance)
1750.00gpm
Maximum Pressure Unbalance In Loops
0.000
Additional Hose Supplies
0.00gpm
Hose Allowance At Source
Supplies
725.45m³
NA
NA
NA
NA
Occupancy
Area of Application
Coverage Per SprinklerNumber Of Sprinklers Calculated
Density
Manually Flowing
Job Suffix
Number Of Nozzles Calculated
AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area
Volume capacity of Dry PipesVolume capacity of Wet Pipes
1.66mps between nodes 117 and 101 Maximum Velocity Under Ground
1.66mps between nodes 103 and 102 Maximum Velocity Above Ground
K-Factor at Most Demanding Sprinkler Data
System
Rue du Septième Wing Job Site/Building
Chievres Airbase
AHJ
Chievres Utilities Repair Project
Job
State Certification/License NumberJob Name:
Ken Inghels8353 CHIE-UTI
Contractor
Contractor Number
Name of Contractor:
Address 1
Address 2
Contact Name Contact Title
ExtensionPhone
FAX
Web-SiteAddress 3
Address 1
Address 2
Drawing Name
CAB - Fireloop 2020.cad
System Flow Demand
1750.00gpm
Remote Area(s)
Address 3
Chievres
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Hydraulic Graph
Job Number: 8353 CHIE-UTI
N/A
Residual: Pressure
N/A
Static: Pressure
Gauge 6
Hydraulic Graph
Gauge 6
38.549 @ 1750.00gpm
38.549 @ N/A
Available Pressure at Time of Test
N/A
System Demand
System Demand (Including Hose Allowance at Source)
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Job Number: 8353 CHIE-UTI
N/A
Residual: Pressure
N/A
Static: Pressure
Gauge 7
Hydraulic Graph
Gauge 7
0.000 @ 0.00gpm
0.000 @ N/A
Available Pressure at Time of Test
N/A
System Demand
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Job Number: 8353 CHIE-UTI
0.000 @ 0.00gpm
Residual: Pressure
0.000
Static: Pressure
Pump at Node 105
Hydraulic Graph
Pump at Node 105
Churn Pressure
153.000
87.645 @ 1750.00gpm
Available Pressure at Time of Test
Static + Churn Pressure
153.000
Rated Pump Pressure
Available Pressure at Pump Discharge
140.000 @ 2500.00gpm
87.645 @ 1750.00gpm0.000 @ 0.00gpm
System Demand
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Device (gpm)
Actual Flow Minimum Flow
(gpm) (K bar)
K-Factor
(psi)
Pressure
Summary Of Outflowing Devices Report Description: Hydraulic Calculation #1 - 50% Counterclockwise
Job Number: 8353 CHIE-UTI
Hydrant 1 1750.00gpm 1750.00gpm 5641.3 20.000
Most Demanding Sprinkler Data
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FittingsNode Elevation(Millimeter) Pressure(psi) Discharge(gpm)
Node Analysis Report Description: Hydraulic Calculation #1 - 50% Counterclockwise
Job Number: 8353 CHIE-UTI
1 -183 Hyd(-20.000) 20.000 1750.00gpm
2 -183 Hyd 20.000
3 -183 Hyd 20.000
4 -183 Hyd 99.999
5 -183 Hyd 99.999
6 -183 Hyd 99.999
7 -183 Hyd 99.999
8 -183 Hyd 99.999
101 -1183 T(18288) 23.716
102 -1183 T(18288) 87.541
103 -1183 T(18288) 89.600
104 317 T(18288) 87.635
105 317 P2(-146.280) 87.645
107 -1183 T(18288) 86.489
108 -1183 T(18288) 86.516
109 -1183 T(18288) 89.614
110 -1183 T(9144) 56.299
111 -1183 T(9144) 56.298
112 -1183 T(9144) 50.705
113 -1183 T(18288) 40.608
114 -1183 T(18288), Gauge 6 38.549
115 -1183 T(18288) 34.322
116 -1183 T(10668) 28.680
117 -1183 T(10668) 26.319
118 -1183 T(9144) 64.677
119 -1183 T(18288) 61.562
120 -1183 T(18288) 58.249
121 -1183 T(18288) 81.073
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Pipe Type Diameter Flow Velocity Friction Loss Length Pressure
Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary
Upstream Total Length
HWC
Hydraulic Analysis Job Number: 8353 CHIE-UTI
Report Description: Hydraulic Calculation #1 - 50% Counterclockwise
• • • • • Route 1 • • • • •
Pf
Pe
Pv
FM 11.4409 1750.00gpm 1.66mps 0.000010 206258 2.294 1 -183 1750.00gpm 20.000 28346 1.422
101 -1183 23.716 234605
Hydrant, E(8230), T(18288), PIV(1829)
Pf
Pe
Pv
DY 11.4409 1750.00gpm 1.66mps 0.000010 258557 2.603 101 -1183 23.716 7620 -0.000
117 -1183 26.319 266177
2PIV(1829), EE(3962)
Pf
Pe
Pv
DY 11.4409 1325.41gpm 1.26mps 0.000006 388115 2.361 117 -1183 26.319 15545 0.000
116 -1183 28.680 403660
2PIV(1829), 3EE(3962)
Pf
Pe
Pv
FM 11.4409 1750.00gpm 1.66mps 0.000010 567551 5.642 116 -1183 424.59gpm 28.680 9449 -0.000
115 -1183 34.322 577000
Flow (q) from Route 5
3PIV(1829), EE(3962)
Pf
Pe
Pv
FM 11.4409 1750.00gpm 1.66mps 0.000010 428321 4.227 115 -1183 34.322 3962
114 -1183 38.549 432284
EE(3962), Gauge 6
Pf
Pe
Pv
FM 11.4409 1750.00gpm 1.66mps 0.000010 210609 2.059 114 -1183 38.549
113 -1183 40.608 210609
Pf
Pe
Pv
FM 11.4409 1750.00gpm 1.66mps 0.000010 983508 10.097 113 -1183 40.608 49073 0.000
112 -1183 50.705 1032580
8EE(3962), 5PIV(1829), E(8230)
Pf
Pe
Pv
DY 11.4409 1434.49gpm 1.36mps 0.000007 810580 5.592 112 -1183 50.705 15545 -0.000
111 -1183 56.298 826125
2PIV(1829), 3EE(3962)
Pf
Pe
Pv
UG 11.4409 1417.66gpm 1.35mps 0.000007 288845 1.951 111 -1183 56.298 5791 0.000
120 -1183 58.249 294637
PIV(1829), EE(3962)
Pf
Pe
Pv
UG 11.4409 1417.66gpm 1.35mps 0.000007 488311 3.313 120 -1183 58.249 11887
119 -1183 61.562 500198
E(8230), 2PIV(1829)
Pf
Pe
Pv
FM 11.4409 1417.66gpm 1.35mps 0.000007 468449 3.115 119 -1183 61.562 1829
118 -1183 64.677 470278
PIV(1829)
Pf
Pe
Pv
DY 11.4409 1750.00gpm 1.66mps 0.000010 1607245 16.396 118 -1183 332.34gpm 64.677 69494
121 -1183 81.073 1676740
Flow (q) from Route 2
4PIV(1829), 9EE(3962), E(8230),
T(18288)
Pf
Pe
Pv
FM 11.4409 1750.00gpm 1.66mps 0.000010 544169 5.417 121 -1183 81.073 9754
107 -1183 86.489 553923
PIV(1829), 2EE(3962)
Pf
Pe
Pv
FM 11.4409 1750.00gpm 1.66mps 0.000010 860 0.026 107 -1183 86.489 1829
108 -1183 86.516 2689
PIV(1829)
Pf
Pe
Pv
DY 11.4409 1750.00gpm 1.66mps 0.000010 78939 1.025 108 -1183 86.516 25908
102 -1183 87.541 104847
2PIV(1829), EE(3962), T(18288)
Pf
Pe
Pv
FM 11.4409 1750.00gpm 1.66mps 0.000010 174041 2.060 102 -1183 87.541 36576
103 -1183 89.600 210617
PIV(1829), 2E(8230), T(18288)
Pf
Pe
Pv
FM 11.4409 1026.90gpm 0.98mps 0.000004 1936 0.014 103 -1183 89.600 1829
109 -1183 89.614 3765
PIV(1829)
Pf
Pe
Pv
FM 11.4409 1026.90gpm 0.98mps 0.000004 7484 0.154 109 -1183 89.614 34747 -2.134
104 317 87.635 42231
2E(8230), T(18288)
Pf
Pe
Pv
FM 11.4409 1750.00gpm 1.66mps 0.000010 1000 0.010 104 317 723.10gpm 87.635
105 317 87.645 1000
Flow (q) from Route 6
Pump Velocity 105 1750.00gpm 87.645
106 -58.672Q=1750.00gpm 1.66mps Rating: 140.000 @ 2500.00gpm
Churn Pressure: 153.000
1750.00gpm
0.00gpm Hose Allowance At Source
• • • • • Route 2 • • • • •
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Upstream Total Length
HWC
Hydraulic Analysis Job Number: 8353 CHIE-UTI
Report Description: Hydraulic Calculation #1 - 50% Counterclockwise
Pf
Pe
Pv
UG 6.4409 332.34gpm 1.00mps 0.000007 1081352 8.378 110 -1183 16.83gpm + 315.51gpm 56.299 46939 0.000
118 -1183 64.677 1128291
Flow (q) from Route 3 and 4
11EE(2134), E(4267), 2T(9144),
PIV(914)
• • • • • Route 3 • • • • •
Pf
Pe
Pv
UG 6.4409 16.83gpm 0.05mps 0.000000 25321 0.001 111 -1183 56.298 23470 -0.000
110 -1183 56.299 48791
T(9144)
PIV(914), 2EE(2134), T(9144)
• • • • • Route 4 • • • • •
Pf
Pe
Pv
UG 6.4409 315.51gpm 0.95mps 0.000007 789166 5.594 112 -1183 50.705 40234 -0.000
110 -1183 56.299 829400
T(9144)
PIV(914), 7EE(2134), E(4267), 2
GV(914), T(9144)
• • • • • Route 5 • • • • •
Pf
Pe
Pv
DY 8.0630 424.59gpm 0.81mps 0.000004 536262 2.361 117 -1183 26.319 67056 0.000
116 -1183 28.680 603318
T(10668)
4PIV(1219), 9EE(2743), 2T(1066
8), E(5486)
• • • • • Route 6 • • • • •
Pf
Pe
Pv
FM 11.4409 723.10gpm 0.69mps 0.000002 16686 0.168 103 -1183 89.600 71323 -2.134
104 317 87.635 88009
T(18288)
2T(18288), 2E(8230)
1.51
4.87
)( 150
1.33
1.16
0.713
Equivalent Pipe Lengths of Valves and Fittings (C=120 only)
Actual Inside Diameter
Schedule 40 Steel Pipe Inside Diameter = Factor
C Value Multiplier
Value Of C
Multiplying Factor
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Upstream Total Length
HWC
Hydraulic Analysis Job Number: 8353 CHIE-UTI
Report Description: Hydraulic Calculation #1 - 50% Counterclockwise
Pipe Type Legend
AO Arm-Over
BL Branch Line
CM Cross Main
DN Drain
DR Drop
DY Dynamic
FM Feed Main
FR Feed Riser
MS Miscellaneous
OR Outrigger
RN Riser Nipple
SP Sprig
ST Stand Pipe
UG Underground
Units Legend
Diameter Inch
Elevation Millimeter
Flow gpm
Discharge gpm
Velocity mps
Pressure psi
Length Millimeter
Friction Loss psi/Millimeter
HWC Hazen-Williams Constant
Pt Total pressure at a point in a pipe
Pn Normal pressure at a point in a pipe
Pf Pressure loss due to friction between points
Pe Pressure due to elevation difference between indicated points
Pv Velocity pressure at a point in a pipe
Fittings Legend
ALV Alarm Valve
AngV Angle Valve b Bushing
BalV Ball Valve
BFP Backflow Preventer
BV Butterfly Valve
C Cross Flow Turn 90° cplg Coupling
Cr Cross Run
CV Check Valve
DelV Deluge Valve
DPV Dry Pipe Valve
E 90° Elbow
EE 45° Elbow
Ee1 11¼° Elbow
Ee2 22½° Elbow f Flow Device fd Flex Drop
FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange
FN Floating Node fT FireLock(TM) Tee g Gauge
GloV Globe Valve
GV Gate Valve
Ho Hose
Hose Hose
HV Hose Valve
Hyd Hydrant
LtE Long Turn Elbow mecT Mechanical Tee
Noz Nozzle
P1 Pump In
P2 Pump Out
PIV Post Indicating Valve
PO Pipe Outlet
PrV Pressure Relief Valve
PRV Pressure Reducing Valve red Reducer/Adapter
S Supply sCV Swing Check Valve
SFx Seismic Flex
Spr Sprinkler
St Strainer
T Tee Flow Turn 90°
Tr Tee Run
U Union
WirF Wirsbo
WMV Water Meter Valve
Z Cap
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Flow Diagram (Isometric View)
Job Number: 8353 CHIE-UTI
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Report Description: Hydraulic Calculation #2 - 50% Fireflow clockwise
Node Flow(gpm) Hose Flow(gpm) Static(psi) Residual(psi)Name
105 2500.00gpm 153.000 140.000Pump
Identifier Pressure(psi) K-Factor(K bar) Flow(gpm)
Gauge 6 69.664 3022.6 1750.00gpm
Gauge 7 0.000 0 0.00gpm
Job
System
Supplies Check Point Gauges
8353 CHIE-UTI Ken Inghels
Chievres Utilities Repair Project
Chievres Airbase
Rue du Septième Wing
CAB - Fireloop 2020.cad
Job Name:
Address 1
Address 2
Design Engineer
Phone FAX
State Certification/License Number
AHJ
Job Site/Building
Most Demanding Sprinkler Data
Coverage Per Sprinkler
Total Demand
Area of Application
Hose Streams
Number Of Sprinklers Calculated
Pressure Result
Job Number
1750.00gpm @ 86.639
NA
NA
K-Factor at
NA
NA
Pumps: Static = Churn (Pressure @ Zero Flow)
Density
+59.677 (40.8%)
Address 3
Chievres
System Pressure Demand System Flow Demand
86.639 1750.00gpm
1750.00gpm
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Job Number: 8353 CHIE-UTI
Node Flow(gpm)
Hydrant At Node 2 1750.00gpm
Total Hose Streams
1750.00gpm
Pumps: Static = Churn (Pressure @ Zero Flow)
Safety MarginRequiredAvailable
Node
Hose Flow Static Residual Flow Total Demand
(gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi)@@Name
105 146.316 86.639 59.6772500.00gpm140.000153.000 1750.00gpmPump
Design EngineerJob Number
Total Water Required (Including Hose Allowance)
1750.00gpm
Maximum Pressure Unbalance In Loops
0.000
Additional Hose Supplies
0.00gpm
Hose Allowance At Source
Supplies
725.45m³
NA
NA
NA
NA
Occupancy
Area of Application
Coverage Per SprinklerNumber Of Sprinklers Calculated
Density
Manually Flowing
Job Suffix
Number Of Nozzles Calculated
AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area
Volume capacity of Dry PipesVolume capacity of Wet Pipes
1.66mps between nodes 101 and 117 Maximum Velocity Under Ground
1.66mps between nodes 103 and 102 Maximum Velocity Above Ground
K-Factor at Most Demanding Sprinkler Data
System
Rue du Septième Wing Job Site/Building
Chievres Airbase
AHJ
Chievres Utilities Repair Project
Job
State Certification/License NumberJob Name:
Ken Inghels8353 CHIE-UTI
Contractor
Contractor Number
Name of Contractor:
Address 1
Address 2
Contact Name Contact Title
ExtensionPhone
FAX
Web-SiteAddress 3
Address 1
Address 2
Drawing Name
CAB - Fireloop 2020.cad
System Flow Demand
1750.00gpm
Remote Area(s)
Address 3
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Job Number: 8353 CHIE-UTI
N/A
Residual: Pressure
N/A
Static: Pressure
Gauge 6
Hydraulic Graph
Gauge 6
69.664 @ 1750.00gpm
69.664 @ N/A
Available Pressure at Time of Test
N/A
System Demand
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Job Number: 8353 CHIE-UTI
N/A
Residual: Pressure
N/A
Static: Pressure
Gauge 7
Hydraulic Graph
Gauge 7
0.000 @ 0.00gpm
0.000 @ N/A
Available Pressure at Time of Test
N/A
System Demand
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Job Number: 8353 CHIE-UTI
0.000 @ 0.00gpm
Residual: Pressure
0.000
Static: Pressure
Pump at Node 105
Hydraulic Graph
Pump at Node 105
Churn Pressure
153.000
86.903 @ 1750.00gpm
Available Pressure at Time of Test
Static + Churn Pressure
153.000
Rated Pump Pressure
Available Pressure at Pump Discharge
140.000 @ 2500.00gpm
86.903 @ 1750.00gpm0.000 @ 0.00gpm
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(gpm) (K bar)
K-Factor
(psi)
Pressure
Summary Of Outflowing Devices Report Description: Hydraulic Calculation #2 - 50% Fireflow clockwise
Job Number: 8353 CHIE-UTI
Hydrant 2 1750.00gpm 1750.00gpm 5641.3 20.000
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Report Description: Hydraulic Calculation #2 - 50% Fireflow clockwise
Job Number: 8353 CHIE-UTI
2 -183 Hyd(-20.000) 20.000 1750.00gpm
1 -183 Hyd 20.000
3 -183 Hyd 20.000
4 -183 Hyd 99.999
5 -183 Hyd 99.999
6 -183 Hyd 99.999
7 -183 Hyd 99.999
8 -183 Hyd 99.999
101 -1183 T(18288) 84.761
102 -1183 T(18288) 86.800
103 -1183 T(18288) 88.859
104 317 T(18288) 86.893
105 317 P2(-146.280) 86.903
107 -1183 T(18288) 21.722
109 -1183 T(18288) 88.873
110 -1183 T(9144) 52.189
111 -1183 T(9144) 52.191
112 -1183 T(9144) 57.772
113 -1183 T(18288) 67.869
114 -1183 T(18288), Gauge 6 69.928
115 -1183 T(18288) 74.155
116 -1183 T(10668) 79.798
117 -1183 T(10668) 82.158
118 -1183 T(18288) 43.714
119 -1183 T(18288) 46.941
120 -1183 T(18288) 50.244
121 -1183 T(18288) 27.139
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Upstream Total Length
HWC
Hydraulic Analysis Job Number: 8353 CHIE-UTI
Report Description: Hydraulic Calculation #2 - 50% Fireflow clockwise
• • • • • Route 1 • • • • •
Pf
Pe
Pv
FM 11.4409 1750.00gpm 1.66mps 0.000010 2349 0.300 2 -183 1750.00gpm 20.000 28346 1.422
107 -1183 21.722 30695
Hydrant, E(8230), PIV(1829), T(18288)
Pf
Pe
Pv
FM 11.4409 1750.00gpm 1.66mps 0.000010 544169 5.417 107 -1183 21.722 9754
121 -1183 27.139 553923
2EE(3962), PIV(1829)
Pf
Pe
Pv
DY 11.4409 1750.00gpm 1.66mps 0.000010 1607245 16.575 121 -1183 27.139 87782
118 -1183 43.714 1695028
4PIV(1829), 9EE(3962), 2T(1828
8), E(8230)
Pf
Pe
Pv
UG 6.4409 334.44gpm 1.00mps 0.000008 1081352 8.476 118 -1183 43.714 46939 -0.000
110 -1183 52.189 1128291
PIV(914), 11EE(2134), 2T(9144),
E(4267)
Pf
Pe
Pv
UG 6.4409 17.38gpm 0.05mps 0.000000 25321 0.001 110 -1183 52.189 14326 0.000
111 -1183 52.191 39647
2EE(2134), PIV(914), T(9144)
Pf
Pe
Pv
DY 11.4409 1432.94gpm 1.36mps 0.000007 810580 5.581 111 -1183 1415.56gpm 52.191 15545 0.000
112 -1183 57.772 826125
Flow (q) from Route 3
2PIV(1829), 3EE(3962)
Pf
Pe
Pv
FM 11.4409 1750.00gpm 1.66mps 0.000010 983508 10.097 112 -1183 317.06gpm 57.772 49073 -0.000
113 -1183 67.869 1032580
Flow (q) from Route 2
5PIV(1829), 8EE(3962), E(8230)
Pf
Pe
Pv
FM 11.4409 1750.00gpm 1.66mps 0.000010 210609 2.059 113 -1183 67.869
114 -1183 69.928 210609
Gauge 6
Pf
Pe
Pv
FM 11.4409 1750.00gpm 1.66mps 0.000010 428321 4.227 114 -1183 69.928 3962
115 -1183 74.155 432284
EE(3962)
Pf
Pe
Pv
FM 11.4409 1750.00gpm 1.66mps 0.000010 567551 5.642 115 -1183 74.155 9449 0.000
116 -1183 79.798 577000
3PIV(1829), EE(3962)
Pf
Pe
Pv
DY 11.4409 1325.41gpm 1.26mps 0.000006 388115 2.361 116 -1183 79.798 15545 -0.000
117 -1183 82.158 403660
2PIV(1829), 3EE(3962)
Pf
Pe
Pv
DY 11.4409 1750.00gpm 1.66mps 0.000010 258557 2.603 117 -1183 424.59gpm 82.158 7620 0.000
101 -1183 84.761 266177
Flow (q) from Route 4
2PIV(1829), EE(3962)
Pf
Pe
Pv
DY 11.4409 1750.00gpm 1.66mps 0.000010 204816 2.039 101 -1183 84.761 3658 -0.000
102 -1183 86.800 208474
2PIV(1829)
Pf
Pe
Pv
FM 11.4409 1750.00gpm 1.66mps 0.000010 174041 2.060 102 -1183 86.800 36576
103 -1183 88.859 210617
PIV(1829), 2E(8230), T(18288)
Pf
Pe
Pv
FM 11.4409 1026.90gpm 0.98mps 0.000004 1936 0.014 103 -1183 88.859 1829
109 -1183 88.873 3765
PIV(1829)
Pf
Pe
Pv
FM 11.4409 1026.90gpm 0.98mps 0.000004 7484 0.154 109 -1183 88.873 34747 -2.134
104 317 86.893 42231
2E(8230), T(18288)
Pf
Pe
Pv
FM 11.4409 1750.00gpm 1.66mps 0.000010 1000 0.010 104 317 723.10gpm 86.893
105 317 86.903 1000
Flow (q) from Route 5
Pump Velocity 105 1750.00gpm 86.903
106 -59.413Q=1750.00gpm 1.66mps Rating: 140.000 @ 2500.00gpm
Churn Pressure: 153.000
1750.00gpm
0.00gpm Hose Allowance At Source
• • • • • Route 2 • • • • •
Pf
Pe
Pv
UG 6.4409 317.06gpm 0.95mps 0.000007 789166 5.582 110 -1183 17.38gpm 52.189 31090 0.000
112 -1183 57.772 820256
Flow (q) from Route 1
2GV(914), 7EE(2134), E(4267),
PIV(914), T(9144)
• • • • • Route 3 • • • • •
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Upstream Total Length
HWC
Hydraulic Analysis Job Number: 8353 CHIE-UTI
Report Description: Hydraulic Calculation #2 - 50% Fireflow clockwise
Pf
Pe
Pv
FM 11.4409 1415.56gpm 1.35mps 0.000007 468449 3.227 118 -1183 43.714 20117
119 -1183 46.941 488566
T(18288)
PIV(1829)
Pf
Pe
Pv
FM 11.4409 1415.56gpm 1.35mps 0.000007 488311 3.304 119 -1183 46.941 11887
120 -1183 50.244 500198
2PIV(1829), E(8230)
Pf
Pe
Pv
UG 11.4409 1415.56gpm 1.35mps 0.000007 288845 1.946 120 -1183 50.244 5791 -0.000
111 -1183 52.191 294637
EE(3962), PIV(1829)
• • • • • Route 4 • • • • •
Pf
Pe
Pv
DY 8.0630 424.59gpm 0.81mps 0.000004 536262 2.361 116 -1183 79.798 67056 -0.000
117 -1183 82.158 603318
T(10668)
4PIV(1219), 9EE(2743), E(5486),
2T(10668)
• • • • • Route 5 • • • • •
Pf
Pe
Pv
FM 11.4409 723.10gpm 0.69mps 0.000002 16686 0.168 103 -1183 88.859 71323 -2.134
104 317 86.893 88009
T(18288)
2T(18288), 2E(8230)
1.51
4.87
)( 150
1.33
1.16
0.713
Equivalent Pipe Lengths of Valves and Fittings (C=120 only)
Actual Inside Diameter
Schedule 40 Steel Pipe Inside Diameter = Factor
C Value Multiplier
Value Of C
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Upstream Total Length
HWC
Hydraulic Analysis Job Number: 8353 CHIE-UTI
Report Description: Hydraulic Calculation #2 - 50% Fireflow clockwise
Pipe Type Legend
AO Arm-Over
BL Branch Line
CM Cross Main
DN Drain
DR Drop
DY Dynamic
FM Feed Main
FR Feed Riser
MS Miscellaneous
OR Outrigger
RN Riser Nipple
SP Sprig
ST Stand Pipe
UG Underground
Units Legend
Diameter Inch
Elevation Millimeter
Flow gpm
Discharge gpm
Velocity mps
Pressure psi
Length Millimeter
Friction Loss psi/Millimeter
HWC Hazen-Williams Constant
Pt Total pressure at a point in a pipe
Pn Normal pressure at a point in a pipe
Pf Pressure loss due to friction between points
Pe Pressure due to elevation difference between indicated points
Pv Velocity pressure at a point in a pipe
Fittings Legend
ALV Alarm Valve
AngV Angle Valve b Bushing
BalV Ball Valve
BFP Backflow Preventer
BV Butterfly Valve
C Cross Flow Turn 90° cplg Coupling
Cr Cross Run
CV Check Valve
DelV Deluge Valve
DPV Dry Pipe Valve
E 90° Elbow
EE 45° Elbow
Ee1 11¼° Elbow
Ee2 22½° Elbow f Flow Device fd Flex Drop
FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange
FN Floating Node fT FireLock(TM) Tee g Gauge
GloV Globe Valve
GV Gate Valve
Ho Hose
Hose Hose
HV Hose Valve
Hyd Hydrant
LtE Long Turn Elbow mecT Mechanical Tee
Noz Nozzle
P1 Pump In
P2 Pump Out
PIV Post Indicating Valve
PO Pipe Outlet
PrV Pressure Relief Valve
PRV Pressure Reducing Valve red Reducer/Adapter
S Supply sCV Swing Check Valve
SFx Seismic Flex
Spr Sprinkler
St Strainer
T Tee Flow Turn 90°
Tr Tee Run
U Union
WirF Wirsbo
WMV Water Meter Valve
© M.E.P.CAD, Inc. 27/03/2021 Page 10AutoSPRINK 2019 v15.1.20.0 10:47:45
© M.E.P.CAD, Inc. 27/03/2021 Page 11AutoSPRINK 2019 v15.1.20.0 10:47:52
Report Description: Hydraulic Calculation #3 - Near Hangar 4
Node Flow(gpm) Hose Flow(gpm) Static(psi) Residual(psi)Name
105 2500.00gpm 153.000 140.000Pump
Identifier Pressure(psi) K-Factor(K bar) Flow(gpm)
Gauge 6 22.428 10654.4 3500.00gpm
Gauge 7 45.753 79.8 37.43gpm
Job
System
Supplies Check Point Gauges
8353 CHIE-UTI Ken Inghels
Chievres Utilities Repair Project
Chievres Airbase
Rue du Septième Wing
CAB - Fireloop 2020.cad
Job Name:
Address 1
Address 2
Design Engineer
Phone FAX
State Certification/License Number
AHJ
Job Site/Building
Most Demanding Sprinkler Data
Coverage Per Sprinkler
Total Demand
Area of Application
Hose Streams
Number Of Sprinklers Calculated
Pressure Result
Job Number
3500.00gpm @ 48.910
NA
NA
K-Factor at
NA
NA
Pumps: Static = Churn (Pressure @ Zero Flow)
Density
+58.663 (54.5%)
Address 3
Chievres
System Pressure Demand System Flow Demand
48.910 3500.00gpm
3500.00gpm
© M.E.P.CAD, Inc. 27/03/2021 Page 1AutoSPRINK 2019 v15.1.20.0 11:02:11
Job Number: 8353 CHIE-UTI
Node Flow(gpm)
Hydrant At Node 3 3500.00gpm
Total Hose Streams
3500.00gpm
Pumps: Static = Churn (Pressure @ Zero Flow)
Safety MarginRequiredAvailable
Node
Hose Flow Static Residual Flow Total Demand
(gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi)@@Name
105 107.574 48.910 58.6632500.00gpm140.000153.000 3500.00gpmPump
Design EngineerJob Number
Total Water Required (Including Hose Allowance)
3500.00gpm
Maximum Pressure Unbalance In Loops
0.000
Additional Hose Supplies
0.00gpm
Hose Allowance At Source
Supplies
725.45m³
NA
NA
NA
NA
Occupancy
Area of Application
Coverage Per SprinklerNumber Of Sprinklers Calculated
Density
Manually Flowing
Job Suffix
Number Of Nozzles Calculated
AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area
Volume capacity of Dry PipesVolume capacity of Wet Pipes
2.13mps between nodes 101 and 117 Maximum Velocity Under Ground
3.33mps between nodes 105 and 104 Maximum Velocity Above Ground
K-Factor at Most Demanding Sprinkler Data
System
Rue du Septième Wing Job Site/Building
Chievres Airbase
AHJ
Chievres Utilities Repair Project
Job
State Certification/License NumberJob Name:
Ken Inghels8353 CHIE-UTI
Contractor
Contractor Number
Name of Contractor:
Address 1
Address 2
Contact Name Contact Title
ExtensionPhone
FAX
Web-SiteAddress 3
Address 1
Address 2
Drawing Name
CAB - Fireloop 2020.cad
System Flow Demand
3500.00gpm
Remote Area(s)
Address 3
27/03/2021© M.E.P.CAD, Inc. Page 2AutoSPRINK 2019 v15.1.20.0 11:02:18
Job Number: 8353 CHIE-UTI
0.000 @ 0.00gpm
Residual: Pressure
0.000
Static: Pressure
Pump at Node 105
Hydraulic Graph
Pump at Node 105
Churn Pressure
153.000
49.033 @ 3500.00gpm
Available Pressure at Time of Test
Static + Churn Pressure
153.000
Rated Pump Pressure
Available Pressure at Pump Discharge
140.000 @ 2500.00gpm
49.033 @ 3500.00gpm0.000 @ 0.00gpm
© M.E.P.CAD, Inc. 27/03/2021 Page 3AutoSPRINK 2019 v15.1.20.0 11:02:22
(gpm) (K bar)
K-Factor
(psi)
Pressure
Summary Of Outflowing Devices Report Description: Hydraulic Calculation #3 - Near Hangar 4
Job Number: 8353 CHIE-UTI
Hydrant 3 3500.00gpm 3500.00gpm 11282.5 20.000
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Report Description: Hydraulic Calculation #3 - Near Hangar 4
Job Number: 8353 CHIE-UTI
3 -183 Hyd(-20.000) 20.000 3500.00gpm
1 -183 Hyd 20.000
2 -183 Hyd 20.000
4 -183 Hyd 99.999
5 -183 Hyd 99.999
6 -183 Hyd 99.999
7 -183 Hyd 99.999
8 -183 Hyd 99.999
100 -1183 T(18288), Gauge 7 45.753
101 -1183 T(18288) 45.749
102 -1183 T(18288) 48.849
103 -1183 T(18288) 50.556
104 317 T(18288) 48.998
105 317 P2(-107.537) 49.033
107 -1183 T(18288) 48.904
108 -1183 T(18288) 49.023
109 -1183 T(18288) 50.556
110 -1183 T(9144) 32.165
111 -1183 T(9144) 32.165
112 -1183 T(9144) 29.097
113 -1183 T(18288) 23.558
114 -1183 T(18288), Gauge 6 22.428
115 -1183 T(18288) 29.074
116 -1183 T(10668) 37.945
117 -1183 T(10668) 41.657
118 -1183 T(9144) 36.762
119 -1183 T(18288) 35.053
120 -1183 T(18288) 33.235
121 -1183 T(18288) 45.757
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Upstream Total Length
HWC
Hydraulic Analysis Job Number: 8353 CHIE-UTI
Report Description: Hydraulic Calculation #3 - Near Hangar 4
• • • • • Route 1 • • • • •
Pf
Pe
Pv
FM 11.4409 3500.00gpm 3.33mps 0.000035 2000 1.005 3 -183 3500.00gpm 20.000 26518 1.422
114 -1183 22.428 28518
Hydrant, E(8230), T(18288), Gauge 6
Pf
Pe
Pv
FM 11.4409 2234.98gpm 2.13mps 0.000015 428321 6.646 114 -1183 22.428 3962
115 -1183 29.074 432284
EE(3962)
Pf
Pe
Pv
FM 11.4409 2234.98gpm 2.13mps 0.000015 567551 8.871 115 -1183 29.074 9449 0.000
116 -1183 37.945 577000
3PIV(1829), EE(3962)
Pf
Pe
Pv
DY 11.4409 1692.72gpm 1.61mps 0.000009 388115 3.712 116 -1183 37.945 15545 -0.000
117 -1183 41.657 403660
2PIV(1829), 3EE(3962)
Pf
Pe
Pv
DY 11.4409 2234.98gpm 2.13mps 0.000015 258557 4.092 117 -1183 542.26gpm 41.657 7620 0.000
101 -1183 45.749 266177
Flow (q) from Route 10
2PIV(1829), EE(3962)
Pf
Pe
Pv
DY 11.4409 2195.11gpm 2.09mps 0.000015 204816 3.100 101 -1183 45.749 3658 -0.000
102 -1183 48.849 208474
2PIV(1829)
Pf
Pe
Pv
DY 11.4409 614.27gpm 0.58mps 0.000001 78939 0.174 102 -1183 48.849 44196
108 -1183 49.023 123135
T(18288)
2PIV(1829), EE(3962), T(18288)
Pf
Pe
Pv
FM 11.4409 1919.17gpm 1.83mps 0.000012 112082 1.533 108 -1183 1304.89gpm 49.023 20117
109 -1183 50.556 132199
Flow (q) from Route 2
PIV(1829), T(18288)
Pf
Pe
Pv
FM 11.4409 2092.40gpm 1.99mps 0.000014 7484 0.575 109 -1183 173.23gpm 50.556 34747 -2.134
104 317 48.998 42231
Flow (q) from Route 3
2E(8230), T(18288)
Pf
Pe
Pv
FM 11.4409 3500.00gpm 3.33mps 0.000035 1000 0.035 104 317 1407.60gpm 48.998
105 317 49.033 1000
Flow (q) from Route 11
Pump Velocity 105 3500.00gpm 49.033
106 -58.541Q=3500.00gpm 3.33mps Rating: 140.000 @ 2500.00gpm
Churn Pressure: 153.000
3500.00gpm
0.00gpm Hose Allowance At Source
• • • • • Route 2 • • • • •
Pf
Pe
Pv
UG 6.4409 240.24gpm 0.72mps 0.000004 1081352 4.596 110 -1183 12.17gpm + 228.07gpm 32.165 46939 0.000
118 -1183 36.762 1128291
Flow (q) from Route 6 and 8
11EE(2134), E(4267), 2T(9144),
PIV(914)
Pf
Pe
Pv
DY 11.4409 1265.02gpm 1.20mps 0.000005 1607245 8.995 118 -1183 1024.79gpm 36.762 69494
121 -1183 45.757 1676740
Flow (q) from Route 4
4PIV(1829), 9EE(3962), E(8230),
T(18288)
Pf
Pe
Pv
FM 11.4409 1304.89gpm 1.24mps 0.000006 544169 3.147 121 -1183 39.87gpm 45.757 9754
107 -1183 48.904 553923
Flow (q) from Route 9
PIV(1829), 2EE(3962)
Pf
Pe
Pv
FM 11.4409 1304.89gpm 1.24mps 0.000006 860 0.119 107 -1183 48.904 20117
108 -1183 49.023 20977
PIV(1829), T(18288)
• • • • • Route 3 • • • • •
Pf
Pe
Pv
FM 11.4409 173.23gpm 0.16mps 0.000000 1936 0.001 103 -1183 50.556 1829
109 -1183 50.556 3765
PIV(1829)
• • • • • Route 4 • • • • •
Pf
Pe
Pv
FM 11.4409 1024.79gpm 0.97mps 0.000004 468449 1.709 119 -1183 1024.79gpm 35.053 1829
118 -1183 36.762 470278
Flow (q) from Route 5
PIV(1829)
• • • • • Route 5 • • • • •
Pf
Pe
Pv
UG 11.4409 1024.79gpm 0.97mps 0.000004 288845 1.071 111 -1183 1036.95gpm 32.165 5791 0.000
120 -1183 33.235 294637
Flow (q) from Route 7
PIV(1829), EE(3962)
Pf
Pe
Pv
UG 11.4409 1024.79gpm 0.97mps 0.000004 488311 1.817 120 -1183 33.235 11887
119 -1183 35.053 500198
E(8230), 2PIV(1829)
• • • • • Route 6 • • • • •
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Upstream Total Length
HWC
Hydraulic Analysis Job Number: 8353 CHIE-UTI
Report Description: Hydraulic Calculation #3 - Near Hangar 4
Pf
Pe
Pv
UG 6.4409 12.17gpm 0.04mps 0.000000 25321 0.001 111 -1183 1036.95gpm 32.165 23470 -0.000
110 -1183 32.165 48791
T(9144), Flow (q) from Route 7
PIV(914), 2EE(2134), T(9144)
• • • • • Route 7 • • • • •
Pf
Pe
Pv
DY 11.4409 1036.95gpm 0.99mps 0.000004 810580 3.068 112 -1183 1265.02gpm 29.097 15545 -0.000
111 -1183 32.165 826125
Flow (q) from Route 12
2PIV(1829), 3EE(3962)
• • • • • Route 8 • • • • •
Pf
Pe
Pv
UG 6.4409 228.07gpm 0.68mps 0.000004 789166 3.069 112 -1183 1265.02gpm 29.097 40234 -0.000
110 -1183 32.165 829400
T(9144), Flow (q) from Route 12
PIV(914), 7EE(2134), E(4267), 2
GV(914), T(9144)
• • • • • Route 9 • • • • •
Pf
Pe
Pv
UG 11.4409 39.87gpm 0.04mps 0.000000 448443 0.004 101 -1183 45.749 24079 -0.000
100 -1183 45.753 472522
T(18288)
PIV(1829), EE(3962), Gauge 7
Pf
Pe
Pv
UG 11.4409 39.87gpm 0.04mps 0.000000 339650 0.003 100 -1183 45.753 28346
121 -1183 45.757 367997
E(8230), PIV(1829), T(18288)
• • • • • Route 10 • • • • •
Pf
Pe
Pv
DY 8.0630 542.26gpm 1.04mps 0.000006 536262 3.712 116 -1183 37.945 67056 -0.000
117 -1183 41.657 603318
T(10668)
4PIV(1219), 9EE(2743), E(5486),
2T(10668)
• • • • • Route 11 • • • • •
Pf
Pe
Pv
FM 11.4409 1580.83gpm 1.50mps 0.000008 174041 1.706 102 -1183 614.27gpm 48.849 36576
103 -1183 50.556 210617
Flow (q) from Route 1
PIV(1829), 2E(8230), T(18288)
Pf
Pe
Pv
FM 11.4409 1407.60gpm 1.34mps 0.000007 16686 0.575 103 -1183 50.556 71323 -2.134
104 317 48.998 88009
T(18288)
2T(18288), 2E(8230)
• • • • • Route 12 • • • • •
Pf
Pe
Pv
FM 11.4409 1265.02gpm 1.20mps 0.000005 983508 5.539 113 -1183 1265.02gpm 23.558 49073 0.000
112 -1183 29.097 1032580
Flow (q) from Route 13
8EE(3962), 5PIV(1829), E(8230)
• • • • • Route 13 • • • • •
Pf
Pe
Pv
FM 11.4409 1265.02gpm 1.20mps 0.000005 210609 1.130 114 -1183 22.428
113 -1183 23.558 210609
Gauge 6
1.51
4.87
)( 150
1.33
1.16
0.713
Equivalent Pipe Lengths of Valves and Fittings (C=120 only)
Actual Inside Diameter
Schedule 40 Steel Pipe Inside Diameter = Factor
C Value Multiplier
Value Of C
© M.E.P.CAD, Inc. 27/03/2021 Page 7AutoSPRINK 2019 v15.1.20.0 11:02:33
Upstream Total Length
HWC
Hydraulic Analysis Job Number: 8353 CHIE-UTI
Report Description: Hydraulic Calculation #3 - Near Hangar 4
Pipe Type Legend
AO Arm-Over
BL Branch Line
CM Cross Main
DN Drain
DR Drop
DY Dynamic
FM Feed Main
FR Feed Riser
MS Miscellaneous
OR Outrigger
RN Riser Nipple
SP Sprig
ST Stand Pipe
UG Underground
Units Legend
Diameter Inch
Elevation Millimeter
Flow gpm
Discharge gpm
Velocity mps
Pressure psi
Length Millimeter
Friction Loss psi/Millimeter
HWC Hazen-Williams Constant
Pt Total pressure at a point in a pipe
Pn Normal pressure at a point in a pipe
Pf Pressure loss due to friction between points
Pe Pressure due to elevation difference between indicated points
Pv Velocity pressure at a point in a pipe
Fittings Legend
ALV Alarm Valve
AngV Angle Valve b Bushing
BalV Ball Valve
BFP Backflow Preventer
BV Butterfly Valve
C Cross Flow Turn 90° cplg Coupling
Cr Cross Run
CV Check Valve
DelV Deluge Valve
DPV Dry Pipe Valve
E 90° Elbow
EE 45° Elbow
Ee1 11¼° Elbow
Ee2 22½° Elbow f Flow Device fd Flex Drop
FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange
FN Floating Node fT FireLock(TM) Tee g Gauge
GloV Globe Valve
GV Gate Valve
Ho Hose
Hose Hose
HV Hose Valve
Hyd Hydrant
LtE Long Turn Elbow mecT Mechanical Tee
Noz Nozzle
P1 Pump In
P2 Pump Out
PIV Post Indicating Valve
PO Pipe Outlet
PrV Pressure Relief Valve
PRV Pressure Reducing Valve red Reducer/Adapter
S Supply sCV Swing Check Valve
SFx Seismic Flex
Spr Sprinkler
St Strainer
T Tee Flow Turn 90°
Tr Tee Run
U Union
WirF Wirsbo
WMV Water Meter Valve
© M.E.P.CAD, Inc. 27/03/2021 Page 8AutoSPRINK 2019 v15.1.20.0 11:02:33
© M.E.P.CAD, Inc. 27/03/2021 Page 9AutoSPRINK 2019 v15.1.20.0 11:02:36
Report Description: Hydraulic Calculation #4 - Near Hangar 2
Node Flow(gpm) Hose Flow(gpm) Static(psi) Residual(psi)Name
105 2500.00gpm 153.000 140.000Pump
Identifier Pressure(psi) K-Factor(K bar) Flow(gpm)
Gauge 6 104.355 233.9 165.77gpm
Gauge 7 101.960 3569.3 2500.00gpm
Job
System
Supplies Check Point Gauges
8353 CHIE-UTI Ken Inghels
Chievres Utilities Repair Project
Chievres Airbase
Rue du Septième Wing
CAB - Fireloop 2020.cad
Job Name:
Address 1
Address 2
Design Engineer
Phone FAX
State Certification/License Number
AHJ
Job Site/Building
Most Demanding Sprinkler Data
Coverage Per Sprinkler
Total Demand
Area of Application
Hose Streams
Number Of Sprinklers Calculated
Pressure Result
Job Number
2500.00gpm @ 104.993
NA
NA
K-Factor at
NA
NA
Pumps: Static = Churn (Pressure @ Zero Flow)
Density
+35.043 (25.0%)
Address 3
Chievres
System Pressure Demand System Flow Demand
104.993 2500.00gpm
2500.00gpm
© M.E.P.CAD, Inc. 27/03/2021 Page 1AutoSPRINK 2019 v15.1.20.0 10:56:14
Job Number: 8353 CHIE-UTI
Node Flow(gpm)
Hydrant At Node 4 2500.00gpm
Total Hose Streams
2500.00gpm
Pumps: Static = Churn (Pressure @ Zero Flow)
Safety MarginRequiredAvailable
Node
Hose Flow Static Residual Flow Total Demand
(gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi)@@Name
105 140.036 104.993 35.0432500.00gpm140.000153.000 2500.00gpmPump
Design EngineerJob Number
Total Water Required (Including Hose Allowance)
2500.00gpm
Maximum Pressure Unbalance In Loops
0.000
Additional Hose Supplies
0.00gpm
Hose Allowance At Source
Supplies
725.45m³
NA
NA
NA
NA
Occupancy
Area of Application
Coverage Per SprinklerNumber Of Sprinklers Calculated
Density
Manually Flowing
Job Suffix
Number Of Nozzles Calculated
AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area
Volume capacity of Dry PipesVolume capacity of Wet Pipes
2.38mps between nodes 100 and 4 Maximum Velocity Under Ground
2.38mps between nodes 105 and 104 Maximum Velocity Above Ground
K-Factor at Most Demanding Sprinkler Data
System
Rue du Septième Wing Job Site/Building
Chievres Airbase
AHJ
Chievres Utilities Repair Project
Job
State Certification/License NumberJob Name:
Ken Inghels8353 CHIE-UTI
Contractor
Contractor Number
Name of Contractor:
Address 1
Address 2
Contact Name Contact Title
ExtensionPhone
FAX
Web-SiteAddress 3
Address 1
Address 2
Drawing Name
CAB - Fireloop 2020.cad
System Flow Demand
2500.00gpm
Remote Area(s)
Address 3
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Job Number: 8353 CHIE-UTI
0.000 @ 0.00gpm
Residual: Pressure
0.000
Static: Pressure
Pump at Node 105
Hydraulic Graph
Pump at Node 105
Churn Pressure
153.000
105.057 @ 2500.00gpm
Available Pressure at Time of Test
Static + Churn Pressure
153.000
Rated Pump Pressure
Available Pressure at Pump Discharge
140.000 @ 2500.00gpm
105.057 @ 2500.00gpm0.000 @ 0.00gpm
© M.E.P.CAD, Inc. 27/03/2021 Page 3AutoSPRINK 2019 v15.1.20.0 10:56:26
(gpm) (K bar)
K-Factor
(psi)
Pressure
Summary Of Outflowing Devices Report Description: Hydraulic Calculation #4 - Near Hangar 2
Job Number: 8353 CHIE-UTI
Hydrant 4 2500.00gpm 2500.00gpm 3604.1 99.999
© M.E.P.CAD, Inc. 27/03/2021 Page 4AutoSPRINK 2019 v15.1.20.0 10:56:30
Report Description: Hydraulic Calculation #4 - Near Hangar 2
Job Number: 8353 CHIE-UTI
4 -183 Hyd(-99.999) 99.999 2500.00gpm
1 -183 Hyd 20.000
2 -183 Hyd 20.000
3 -183 Hyd 20.000
5 -183 Hyd 99.999
6 -183 Hyd 99.999
7 -183 Hyd 99.999
8 -183 Hyd 99.999
100 -1183 T(18288), Gauge 7 101.960
101 -1183 T(18288) 104.543
102 -1183 T(18288) 105.970
103 -1183 T(18288) 106.863
104 317 T(18288) 105.038
105 317 P2(-140.000) 105.057
107 -1183 T(18288) 105.944
108 -1183 T(18288) 106.024
109 -1183 T(18288) 106.863
110 -1183 T(9144) 104.128
111 -1183 T(9144) 104.128
112 -1183 T(9144) 104.199
113 -1183 T(18288) 104.328
114 -1183 T(18288), Gauge 6 104.354
115 -1183 T(18288) 104.408
116 -1183 T(10668) 104.479
117 -1183 T(10668) 104.509
118 -1183 T(9144) 104.021
119 -1183 T(18288) 104.061
120 -1183 T(18288) 104.103
121 -1183 T(18288) 103.813
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Upstream Total Length
HWC
Hydraulic Analysis Job Number: 8353 CHIE-UTI
Report Description: Hydraulic Calculation #4 - Near Hangar 2
• • • • • Route 1 • • • • •
Pf
Pe
Pv
FM 11.4409 2500.00gpm 2.38mps 0.000019 2000 0.539 4 -183 2500.00gpm 99.999 26518 1.422
100 -1183 101.960 28518
Hydrant, E(8230), T(18288), Gauge 7
Pf
Pe
Pv
UG 11.4409 1277.75gpm 1.22mps 0.000005 448443 2.582 100 -1183 101.960 24079 0.000
101 -1183 104.543 472522
EE(3962), PIV(1829), T(18288)
Pf
Pe
Pv
DY 11.4409 1443.14gpm 1.37mps 0.000007 204816 1.427 101 -1183 165.39gpm 104.543 3658 -0.000
102 -1183 105.970 208474
Flow (q) from Route 2
2PIV(1829)
Pf
Pe
Pv
DY 11.4409 328.74gpm 0.31mps 0.000000 78939 0.055 102 -1183 105.970 44196
108 -1183 106.024 123135
T(18288)
2PIV(1829), EE(3962), T(18288)
Pf
Pe
Pv
FM 11.4409 1385.59gpm 1.32mps 0.000006 112082 0.839 108 -1183 1056.86gpm 106.024 20117
109 -1183 106.863 132199
Flow (q) from Route 7
PIV(1829), T(18288)
Pf
Pe
Pv
FM 11.4409 1494.63gpm 1.42mps 0.000007 7484 0.308 109 -1183 109.04gpm 106.863 34747 -2.134
104 317 105.038 42231
Flow (q) from Route 4
2E(8230), T(18288)
Pf
Pe
Pv
FM 11.4409 2500.00gpm 2.38mps 0.000019 1000 0.019 104 317 1005.37gpm 105.038
105 317 105.057 1000
Flow (q) from Route 12
Pump Velocity 105 2500.00gpm 105.057
106 -34.979Q=2500.00gpm 2.38mps Rating: 140.000 @ 2500.00gpm
Churn Pressure: 153.000
2500.00gpm
0.00gpm Hose Allowance At Source
• • • • • Route 2 • • • • •
Pf
Pe
Pv
UG 6.4409 1.34gpm 0.00mps 0.000000 25321 0.000 110 -1183 31.30gpm 104.128 14326 0.000
111 -1183 104.128 39647
Flow (q) from Route 6
2EE(2134), PIV(914), T(9144)
Pf
Pe
Pv
DY 11.4409 135.43gpm 0.13mps 0.000000 810580 0.071 111 -1183 134.09gpm 104.128 15545 0.000
112 -1183 104.199 826125
Flow (q) from Route 5
2PIV(1829), 3EE(3962)
Pf
Pe
Pv
FM 11.4409 165.39gpm 0.16mps 0.000000 983508 0.128 112 -1183 29.96gpm 104.199 49073 -0.000
113 -1183 104.328 1032580
Flow (q) from Route 3
5PIV(1829), 8EE(3962), E(8230)
Pf
Pe
Pv
FM 11.4409 165.39gpm 0.16mps 0.000000 210609 0.026 113 -1183 104.328
114 -1183 104.354 210609
Gauge 6
Pf
Pe
Pv
FM 11.4409 165.39gpm 0.16mps 0.000000 428321 0.054 114 -1183 104.354 3962
115 -1183 104.408 432284
EE(3962)
Pf
Pe
Pv
FM 11.4409 165.39gpm 0.16mps 0.000000 567551 0.072 115 -1183 104.408 9449 0.000
116 -1183 104.479 577000
3PIV(1829), EE(3962)
Pf
Pe
Pv
DY 11.4409 125.26gpm 0.12mps 0.000000 388115 0.030 116 -1183 104.479 15545 -0.000
117 -1183 104.509 403660
2PIV(1829), 3EE(3962)
Pf
Pe
Pv
DY 11.4409 165.39gpm 0.16mps 0.000000 258557 0.033 117 -1183 40.13gpm 104.509 7620 0.000
101 -1183 104.543 266177
Flow (q) from Route 9
2PIV(1829), EE(3962)
• • • • • Route 3 • • • • •
Pf
Pe
Pv
UG 6.4409 29.96gpm 0.09mps 0.000000 789166 0.071 110 -1183 31.30gpm 104.128 31090 0.000
112 -1183 104.199 820256
Flow (q) from Route 6
2GV(914), 7EE(2134), E(4267),
PIV(914), T(9144)
• • • • • Route 4 • • • • •
Pf
Pe
Pv
FM 11.4409 109.04gpm 0.10mps 0.000000 1936 0.000 103 -1183 1114.41gpm 106.863 1829
109 -1183 106.863 3765
Flow (q) from Route 10
PIV(1829)
• • • • • Route 5 • • • • •
Pf
Pe
Pv
FM 11.4409 134.09gpm 0.13mps 0.000000 468449 0.040 118 -1183 165.39gpm 104.021 1829
119 -1183 104.061 470278
Flow (q) from Route 8
PIV(1829)
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Upstream Total Length
HWC
Hydraulic Analysis Job Number: 8353 CHIE-UTI
Report Description: Hydraulic Calculation #4 - Near Hangar 2
Pf
Pe
Pv
FM 11.4409 134.09gpm 0.13mps 0.000000 488311 0.042 119 -1183 104.061 11887
120 -1183 104.103 500198
2PIV(1829), E(8230)
Pf
Pe
Pv
UG 11.4409 134.09gpm 0.13mps 0.000000 288845 0.025 120 -1183 104.103 5791 -0.000
111 -1183 104.128 294637
EE(3962), PIV(1829)
• • • • • Route 6 • • • • •
Pf
Pe
Pv
UG 6.4409 31.30gpm 0.09mps 0.000000 1081352 0.107 118 -1183 165.39gpm 104.021 56083 -0.000
110 -1183 104.128 1137435
T(9144), Flow (q) from Route 8
PIV(914), 11EE(2134), 2T(9144),
E(4267)
• • • • • Route 7 • • • • •
Pf
Pe
Pv
FM 11.4409 1056.86gpm 1.01mps 0.000004 544169 2.131 121 -1183 1222.25gpm 103.813 9754
107 -1183 105.944 553923
Flow (q) from Route 11
PIV(1829), 2EE(3962)
Pf
Pe
Pv
FM 11.4409 1056.86gpm 1.01mps 0.000004 860 0.081 107 -1183 105.944 20117
108 -1183 106.024 20977
PIV(1829), T(18288)
• • • • • Route 8 • • • • •
Pf
Pe
Pv
DY 11.4409 165.39gpm 0.16mps 0.000000 1607245 0.209 121 -1183 1222.25gpm 103.813 69494
118 -1183 104.021 1676740
Flow (q) from Route 11
4PIV(1829), 9EE(3962), T(18288
), E(8230)
• • • • • Route 9 • • • • •
Pf
Pe
Pv
DY 8.0630 40.13gpm 0.08mps 0.000000 536262 0.030 116 -1183 104.479 67056 -0.000
117 -1183 104.509 603318
T(10668)
4PIV(1219), 9EE(2743), E(5486),
2T(10668)
• • • • • Route 10 • • • • •
Pf
Pe
Pv
FM 11.4409 1114.41gpm 1.06mps 0.000004 174041 0.894 102 -1183 328.74gpm 105.970 36576
103 -1183 106.863 210617
Flow (q) from Route 1
PIV(1829), 2E(8230), T(18288)
• • • • • Route 11 • • • • •
Pf
Pe
Pv
UG 11.4409 1222.25gpm 1.16mps 0.000005 339650 1.852 100 -1183 101.960 28346
121 -1183 103.813 367997
Gauge 7
E(8230), PIV(1829), T(18288)
• • • • • Route 12 • • • • •
Pf
Pe
Pv
FM 11.4409 1005.37gpm 0.96mps 0.000004 16686 0.309 103 -1183 1114.41gpm 106.863 71323 -2.134
104 317 105.038 88009
T(18288), Flow (q) from Route
2T(18288), 2E(8230)
1.51
4.87
)( 150
1.33
1.16
0.713
Equivalent Pipe Lengths of Valves and Fittings (C=120 only)
Actual Inside Diameter
Schedule 40 Steel Pipe Inside Diameter = Factor
C Value Multiplier
Value Of C
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Upstream Total Length
HWC
Hydraulic Analysis Job Number: 8353 CHIE-UTI
Report Description: Hydraulic Calculation #4 - Near Hangar 2
Pipe Type Legend
AO Arm-Over
BL Branch Line
CM Cross Main
DN Drain
DR Drop
DY Dynamic
FM Feed Main
FR Feed Riser
MS Miscellaneous
OR Outrigger
RN Riser Nipple
SP Sprig
ST Stand Pipe
UG Underground
Units Legend
Diameter Inch
Elevation Millimeter
Flow gpm
Discharge gpm
Velocity mps
Pressure psi
Length Millimeter
Friction Loss psi/Millimeter
HWC Hazen-Williams Constant
Pt Total pressure at a point in a pipe
Pn Normal pressure at a point in a pipe
Pf Pressure loss due to friction between points
Pe Pressure due to elevation difference between indicated points
Pv Velocity pressure at a point in a pipe
Fittings Legend
ALV Alarm Valve
AngV Angle Valve b Bushing
BalV Ball Valve
BFP Backflow Preventer
BV Butterfly Valve
C Cross Flow Turn 90° cplg Coupling
Cr Cross Run
CV Check Valve
DelV Deluge Valve
DPV Dry Pipe Valve
E 90° Elbow
EE 45° Elbow
Ee1 11¼° Elbow
Ee2 22½° Elbow f Flow Device fd Flex Drop
FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange
FN Floating Node fT FireLock(TM) Tee g Gauge
GloV Globe Valve
GV Gate Valve
Ho Hose
Hose Hose
HV Hose Valve
Hyd Hydrant
LtE Long Turn Elbow mecT Mechanical Tee
Noz Nozzle
P1 Pump In
P2 Pump Out
PIV Post Indicating Valve
PO Pipe Outlet
PrV Pressure Relief Valve
PRV Pressure Reducing Valve red Reducer/Adapter
S Supply sCV Swing Check Valve
SFx Seismic Flex
Spr Sprinkler
St Strainer
T Tee Flow Turn 90°
Tr Tee Run
U Union
WirF Wirsbo
WMV Water Meter Valve
© M.E.P.CAD, Inc. 27/03/2021 Page 8AutoSPRINK 2019 v15.1.20.0 10:56:39
© M.E.P.CAD, Inc. 27/03/2021 Page 9AutoSPRINK 2019 v15.1.20.0 10:56:45
Report Description: Hydraulic Calculation #3 - Near Building 20182
Node Flow(gpm) Hose Flow(gpm) Static(psi) Residual(psi)Name
105 2500.00gpm 153.000 140.000Pump
Identifier Pressure(psi) K-Factor(K bar) Flow(gpm)
Gauge 6 102.900 1103.2 776.24gpm
Gauge 7 112.317 192 141.14gpm
Job
System
Supplies Check Point Gauges
8353 CHIE-UTI Ken Inghels
Chievres Utilities Repair Project
Chievres Airbase
Rue du Septième Wing
CAB - Fireloop 2020.cad
Job Name:
Address 1
Address 2
Design Engineer
Phone FAX
State Certification/License Number
AHJ
Job Site/Building
Most Demanding Sprinkler Data
Coverage Per Sprinkler
Total Demand
Area of Application
Hose Streams
Number Of Sprinklers Calculated
Pressure Result
Job Number
2500.00gpm @ 113.009
NA
NA
K-Factor at
NA
NA
Pumps: Static = Churn (Pressure @ Zero Flow)
Density
+27.027 (19.3%)
Address 3
Chievres
System Pressure Demand System Flow Demand
113.009 2500.00gpm
2500.00gpm
© M.E.P.CAD, Inc. 27/03/2021 Page 1AutoSPRINK 2019 v15.1.20.0 11:06:00
Job Number: 8353 CHIE-UTI
Node Flow(gpm)
Hydrant At Node 5 2500.00gpm
Total Hose Streams
2500.00gpm
Pumps: Static = Churn (Pressure @ Zero Flow)
Safety MarginRequiredAvailable
Node
Hose Flow Static Residual Flow Total Demand
(gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi)@@Name
105 140.036 113.009 27.0272500.00gpm140.000153.000 2500.00gpmPump
Design EngineerJob Number
Total Water Required (Including Hose Allowance)
2500.00gpm
Maximum Pressure Unbalance In Loops
0.000
Additional Hose Supplies
0.00gpm
Hose Allowance At Source
Supplies
725.45m³
NA
NA
NA
NA
Occupancy
Area of Application
Coverage Per SprinklerNumber Of Sprinklers Calculated
Density
Manually Flowing
Job Suffix
Number Of Nozzles Calculated
AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area
Volume capacity of Dry PipesVolume capacity of Wet Pipes
2.38mps between nodes 115 and 5 Maximum Velocity Under Ground
2.38mps between nodes 105 and 104 Maximum Velocity Above Ground
K-Factor at Most Demanding Sprinkler Data
System
Rue du Septième Wing Job Site/Building
Chievres Airbase
AHJ
Chievres Utilities Repair Project
Job
State Certification/License NumberJob Name:
Ken Inghels8353 CHIE-UTI
Contractor
Contractor Number
Name of Contractor:
Address 1
Address 2
Contact Name Contact Title
ExtensionPhone
FAX
Web-SiteAddress 3
Address 1
Address 2
Drawing Name
CAB - Fireloop 2020.cad
System Flow Demand
2500.00gpm
Remote Area(s)
Address 3
27/03/2021© M.E.P.CAD, Inc. Page 2AutoSPRINK 2019 v15.1.20.0 11:06:08
Job Number: 8353 CHIE-UTI
0.000 @ 0.00gpm
Residual: Pressure
0.000
Static: Pressure
Pump at Node 105
Hydraulic Graph
Pump at Node 105
Churn Pressure
153.000
113.075 @ 2500.00gpm
Available Pressure at Time of Test
Static + Churn Pressure
153.000
Rated Pump Pressure
Available Pressure at Pump Discharge
140.000 @ 2500.00gpm
113.075 @ 2500.00gpm0.000 @ 0.00gpm
© M.E.P.CAD, Inc. 27/03/2021 Page 3AutoSPRINK 2019 v15.1.20.0 11:06:12
(gpm) (K bar)
K-Factor
(psi)
Pressure
Summary Of Outflowing Devices Report Description: Hydraulic Calculation #3 - Near Building 20182
Job Number: 8353 CHIE-UTI
Hydrant 5 2500.00gpm 2500.00gpm 3604.1 99.999
© M.E.P.CAD, Inc. 27/03/2021 Page 4AutoSPRINK 2019 v15.1.20.0 11:06:15
Report Description: Hydraulic Calculation #3 - Near Building 20182
Job Number: 8353 CHIE-UTI
5 -183 Hyd(-99.999) 99.999 2500.00gpm
1 -183 Hyd 20.000
2 -183 Hyd 20.000
3 -183 Hyd 20.000
4 -183 Hyd 99.999
6 -183 Hyd 99.999
7 -183 Hyd 99.999
8 -183 Hyd 99.999
100 -1183 T(18288), Gauge 7 112.318
101 -1183 T(18288) 112.273
102 -1183 T(18288) 113.963
103 -1183 T(18288) 114.881
104 317 T(18288) 113.056
105 317 P2(-140.000) 113.075
107 -1183 T(18288) 113.998
108 -1183 T(18288) 114.060
109 -1183 T(18288) 114.881
110 -1183 T(9144) 106.845
111 -1183 T(9144) 106.845
112 -1183 T(9144) 105.602
113 -1183 T(18288) 103.358
114 -1183 T(18288), Gauge 6 102.900
115 -1183 T(18288) 101.960
116 -1183 T(10668) 107.447
117 -1183 T(10668) 109.742
118 -1183 T(9144) 108.708
119 -1183 T(18288) 108.016
120 -1183 T(18288) 107.279
121 -1183 T(18288) 112.353
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Upstream Total Length
HWC
Hydraulic Analysis Job Number: 8353 CHIE-UTI
Report Description: Hydraulic Calculation #3 - Near Building 20182
• • • • • Route 1 • • • • •
Pf
Pe
Pv
FM 11.4409 2500.00gpm 2.38mps 0.000019 2000 0.539 5 -183 2500.00gpm 99.999 26518 1.422
115 -1183 101.960 28518
Hydrant, E(8230), T(18288)
Pf
Pe
Pv
FM 11.4409 1723.71gpm 1.64mps 0.000010 567551 5.486 115 -1183 101.960 9449 0.000
116 -1183 107.447 577000
3PIV(1829), EE(3962)
Pf
Pe
Pv
DY 11.4409 1305.50gpm 1.24mps 0.000006 388115 2.295 116 -1183 107.447 15545 -0.000
117 -1183 109.742 403660
2PIV(1829), 3EE(3962)
Pf
Pe
Pv
DY 11.4409 1723.71gpm 1.64mps 0.000010 258557 2.531 117 -1183 418.22gpm 109.742 7620 0.000
101 -1183 112.273 266177
Flow (q) from Route 10
2PIV(1829), EE(3962)
Pf
Pe
Pv
DY 11.4409 1581.02gpm 1.50mps 0.000008 204816 1.689 101 -1183 112.273 3658 -0.000
102 -1183 113.963 208474
2PIV(1829)
Pf
Pe
Pv
DY 11.4409 450.13gpm 0.43mps 0.000001 78939 0.098 102 -1183 113.963 44196
108 -1183 114.060 123135
T(18288)
2PIV(1829), EE(3962), T(18288)
Pf
Pe
Pv
FM 11.4409 1369.11gpm 1.30mps 0.000006 112082 0.821 108 -1183 918.98gpm 114.060 20117
109 -1183 114.881 132199
Flow (q) from Route 2
PIV(1829), T(18288)
Pf
Pe
Pv
FM 11.4409 1494.57gpm 1.42mps 0.000007 7484 0.308 109 -1183 125.46gpm 114.881 34747 -2.134
104 317 113.056 42231
Flow (q) from Route 3
2E(8230), T(18288)
Pf
Pe
Pv
FM 11.4409 2500.00gpm 2.38mps 0.000019 1000 0.019 104 317 1005.43gpm 113.056
105 317 113.075 1000
Flow (q) from Route 13
Pump Velocity 105 2500.00gpm 113.075
106 -26.961Q=2500.00gpm 2.38mps Rating: 140.000 @ 2500.00gpm
Churn Pressure: 153.000
2500.00gpm
0.00gpm Hose Allowance At Source
• • • • • Route 2 • • • • •
Pf
Pe
Pv
UG 6.4409 147.42gpm 0.44mps 0.000002 1081352 1.862 110 -1183 7.47gpm + 139.96gpm 106.845 46939 0.000
118 -1183 108.708 1128291
Flow (q) from Route 6 and 8
11EE(2134), E(4267), 2T(9144),
PIV(914)
Pf
Pe
Pv
DY 11.4409 776.29gpm 0.74mps 0.000002 1607245 3.645 118 -1183 628.87gpm 108.708 69494
121 -1183 112.353 1676740
Flow (q) from Route 4
4PIV(1829), 9EE(3962), E(8230),
T(18288)
Pf
Pe
Pv
FM 11.4409 918.98gpm 0.87mps 0.000003 544169 1.645 121 -1183 142.69gpm 112.353 9754
107 -1183 113.998 553923
Flow (q) from Route 9
PIV(1829), 2EE(3962)
Pf
Pe
Pv
FM 11.4409 918.98gpm 0.87mps 0.000003 860 0.062 107 -1183 113.998 20117
108 -1183 114.060 20977
PIV(1829), T(18288)
• • • • • Route 3 • • • • •
Pf
Pe
Pv
FM 11.4409 125.46gpm 0.12mps 0.000000 1936 0.000 103 -1183 1130.89gpm 114.881 1829
109 -1183 114.881 3765
Flow (q) from Route 11
PIV(1829)
• • • • • Route 4 • • • • •
Pf
Pe
Pv
FM 11.4409 628.87gpm 0.60mps 0.000001 468449 0.692 119 -1183 628.87gpm 108.016 1829
118 -1183 108.708 470278
Flow (q) from Route 5
PIV(1829)
• • • • • Route 5 • • • • •
Pf
Pe
Pv
UG 11.4409 628.87gpm 0.60mps 0.000001 288845 0.434 111 -1183 636.33gpm 106.845 5791 0.000
120 -1183 107.279 294637
Flow (q) from Route 7
PIV(1829), EE(3962)
Pf
Pe
Pv
UG 11.4409 628.87gpm 0.60mps 0.000001 488311 0.736 120 -1183 107.279 11887
119 -1183 108.016 500198
E(8230), 2PIV(1829)
• • • • • Route 6 • • • • •
Pf
Pe
Pv
UG 6.4409 7.47gpm 0.02mps 0.000000 25321 0.000 111 -1183 636.33gpm 106.845 23470 -0.000
110 -1183 106.845 48791
T(9144), Flow (q) from Route 7
PIV(914), 2EE(2134), T(9144)
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Upstream Total Length
HWC
Hydraulic Analysis Job Number: 8353 CHIE-UTI
Report Description: Hydraulic Calculation #3 - Near Building 20182
• • • • • Route 7 • • • • •
Pf
Pe
Pv
DY 11.4409 636.33gpm 0.61mps 0.000002 810580 1.243 112 -1183 776.29gpm 105.602 15545 -0.000
111 -1183 106.845 826125
Flow (q) from Route 12
2PIV(1829), 3EE(3962)
• • • • • Route 8 • • • • •
Pf
Pe
Pv
UG 6.4409 139.96gpm 0.42mps 0.000001 789166 1.243 112 -1183 776.29gpm 105.602 40234 -0.000
110 -1183 106.845 829400
T(9144), Flow (q) from Route 12
PIV(914), 7EE(2134), E(4267), 2
GV(914), T(9144)
• • • • • Route 9 • • • • •
Pf
Pe
Pv
UG 11.4409 142.69gpm 0.14mps 0.000000 448443 0.045 101 -1183 112.273 24079 -0.000
100 -1183…
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