Calculo Sala de Ventas 1
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Transcript of Calculo Sala de Ventas 1
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8/18/2019 Calculo Sala de Ventas 1
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Hydraulic Calculations
for
Project: Tottus Huancayo - Sala de Ventas 1
Drawing no.:
Date: 25/01/2016
Design
Remote area number:
Remote area location:
Occupancy classification: extra hazard group II
Density: 0.20 gpm/feed2
Area of application: 2000 feet2
Coverage per sprinkler: 269 feet2
Type of sprinklers calculated:
No. of sprinklers calculated: 5
In rack demand:
Hose streams: none outside + 100 insideTotal water required (including hose streams): 779.42 gpm at 66.09 psi [ 73.17 psi safety margin ]
Total water required at base of system riser: 429.42 gpm at 63.68 psi
Type of system: wet pipe
Volume of dry or preaction system:
Water Supply Information
Date:
Location:
Source:
Contractor: VBS
Name of designer:Authority having jurisdiction: INDECI
Notes
System has been automatically peaked by the "Simple Hydraulic Calculator" computer program.
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report created by the "Simple Hydraulic Calculator" version 2.3.4 from www.igneusinc.com
25/01/2016 Page 2
Hydraulic Demand Graph
0100 200 300 400 500 600 700
GPM
0
25
50
75
100
125
150
175
P
S
I
(A)
(B)
(C)
(D)
(E)
(F)
Water Source:
A) 150 ps i Static
B) 700 gpm at 141.2 psi
Source at BOR:
C) 149.15 ps i Static
D) 429.4 gpm at 136.85 psi
E) 700 gpm at 118.77 psi
Demand at BOR:
F) 429.4 gpm at 63.68 ps i
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report created by the "Simple Hydraulic Calculator" version 2.3.4 from www.igneusinc.com
5/01/2016 Pa
Supply Analysis
Static Residual Available Total Required
Node at Pressure Pressure Flow Pressure Demand Pressure
[psi] [psi] [gpm] [psi] [gpm] [psi]
UG-1 150.0 140.0 750.0 139.26 779.42 66.09
Node Analysis
Elev Pressure Req Disch Discharge
Node Tag [M] Type [psi] [gpm] [gpm]
M1-1 23.830 ref 25.147 0.000
M1-2 23.830 ref 24.404 0.000
M1-3 23.830 ref 23.778 0.000
M1-4 23.830 ref 23.247 0.000
M1-5 23.830 ref 22.790 0.000
M1-6 23.830 ref 22.393 0.000M1-7 23.830 ref 22.045 0.000
M1-8 23.830 ref 21.737 0.000
M1-9 23.830 ref 21.462 0.000
M1-10 23.830 ref 21.218 0.000
M1-11 23.830 ref 21.130 0.000
M2-1 23.830 ref 21.912 0.000
M2-2 23.830 ref 21.901 0.000
M2-3 23.830 ref 21.866 0.000
M2-4 23.830 ref 21.802 0.000
M2-5 23.830 ref 21.704 0.000
M2-6 23.830 ref 21.575 0.000
M2-7 23.830 ref 21.413 0.000
M2-8 23.830 ref 21.222 0.000
M2-9 23.830 ref 21.002 0.000
M2-10 23.830 ref 20.754 0.000
Register for complete node information.
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report created by the "Simple Hydraulic Calculator" version 2.3.4 from www.igneusinc.com
5/01/2016 Pa
Pipe Information
negative pipe flow (Q) indicates flow is from node 2 towards node 1
Node 1 Discharge Nom Fittings L [M] material total (Pt)
Pipe Elev & Flow i.d. num & length F [M] C factor elev (Pe)
Node 2 [M] K-factor [gpm] [in] [M] T [M] psi/M frict (Pf)
M1-1 23.830 q= 0.000 4 5.000 S40 Pt= 25.147
M1-1 Q= 389.722 4.026 0.000 C=120 Pe= 0.000
M1-2 23.830 q= 0.000 5.000 0.149 Pf= 0.743
M1-2 23.830 q= 0.000 4 5.000 S40 Pt= 24.404
M1-2 Q= 355.165 4.026 0.000 C=120 Pe= 0.000
M1-3 23.830 q= 0.000 5.000 0.125 Pf= 0.626
M1-3 23.830 q= 0.000 4 5.000 S40 Pt= 23.778
M1-3 Q= 325.289 4.026 0.000 C=120 Pe= 0.000
M1-4 23.830 q= 0.000 5.000 0.106 Pf= 0.532
M1-4 23.830 q= 0.000 4 5.000 S40 Pt= 23.247
M1-4 Q= 299.611 4.026 0.000 C=120 Pe= 0.000
M1-5 23.830 q= 0.000 5.000 0.091 Pf= 0.457
M1-5 23.830 q= 0.000 4 5.000 S40 Pt= 22.790
M1-5 Q= 277.612 4.026 0.000 C=120 Pe= 0.000
M1-6 23.830 q= 0.000 5.000 0.079 Pf= 0.397
M1-6 23.830 q= 0.000 4 5.000 S40 Pt= 22.393
M1-6 Q= 258.723 4.026 0.000 C=120 Pe= 0.000
M1-7 23.830 q= 0.000 5.000 0.07 Pf= 0.348
M1-7 23.830 q= 0.000 4 5.000 S40 Pt= 22.045
M1-7 Q= 242.302 4.026 0.000 C=120 Pe= 0.000
M1-8 23.830 q= 0.000 5.000 0.062 Pf= 0.308
M1-8 23.830 q= 0.000 4 5.000 S40 Pt= 21.737
M1-8 Q= 227.605 4.026 0.000 C=120 Pe= 0.000
M1-9 23.830 q= 0.000 5.000 0.055 Pf= 0.275
M1-9 23.830 q= 0.000 4 5.000 S40 Pt= 21.462
M1-9 Q= 213.775 4.026 0.000 C=120 Pe= 0.000
M1-10 23.830 q= 0.000 5.000 0.049 Pf= 0.245
M1-10 23.830 q= 0.000 4 5.000 S40 Pt= 21.218
M1-10 Q= 122.951 4.026 0.000 C=120 Pe= 0.000
M1-11 23.830 q= 0.000 5.000 0.018 Pf= 0.088
M2-1 23.830 q= 0.000 4 5.000 S40 Pt= 21.912
M2-1 Q= 39.697 4.026 0.000 C=120 Pe= 0.000
M2-2 23.830 q= 0.000 5.000 0.002 Pf= 0.011
M2-2 23.830 q= 0.000 4 5.000 S40 Pt= 21.901
M2-2 Q= 74.255 4.026 0.000 C=120 Pe= 0.000
M2-3 23.830 q= 0.000 5.000 0.007 Pf= 0.035
M2-3 23.830 q= 0.000 4 5.000 S40 Pt= 21.866
M2-3 Q= 104.130 4.026 0.000 C=120 Pe= 0.000
M2-4 23.830 q= 0.000 5.000 0.013 Pf= 0.065
M2-4 23.830 q= 0.000 4 5.000 S40 Pt= 21.802
M2-4 Q= 129.809 4.026 0.000 C=120 Pe= 0.000
M2-5 23.830 q= 0.000 5.000 0.019 Pf= 0.097
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report created by the "Simple Hydraulic Calculator" version 2.3.4 from www.igneusinc.com
5/01/2016 Pa
Pipe Information, cont.
Node 1 Discharge Nom Fittings L [M] material total (Pt)
Pipe Elev & Flow i.d. num & length F [M] C factor elev (Pe)
Node 2 [M] K-factor [gpm] [in] [M] T [M] psi/M frict (Pf)
M2-5 23.830 q= 0.000 4 5.000 S40 Pt= 21.704
M2-5 Q= 151.808 4.026 0.000 C=120 Pe= 0.000
M2-6 23.830 q= 0.000 5.000 0.026 Pf= 0.130
M2-6 23.830 q= 0.000 4 5.000 S40 Pt= 21.575
M2-6 Q= 170.697 4.026 0.000 C=120 Pe= 0.000
M2-7 23.830 q= 0.000 5.000 0.032 Pf= 0.161
M2-7 23.830 q= 0.000 4 5.000 S40 Pt= 21.413
M2-7 Q= 187.118 4.026 0.000 C=120 Pe= 0.000
M2-8 23.830 q= 0.000 5.000 0.038 Pf= 0.191
M2-8 23.830 q= 0.000 4 5.000 S40 Pt= 21.222
M2-8 Q= 201.815 4.026 0.000 C=120 Pe= 0.000
M2-9 23.830 q= 0.000 5.000 0.044 Pf= 0.220
M2-9 23.830 q= 0.000 4 5.000 S40 Pt= 21.002
M2-9 Q= 215.645 4.026 0.000 C=120 Pe= 0.000
M2-10 23.830 q= 0.000 5.000 0.05 Pf= 0.249
M2-10 23.830 q= 0.000 4 5.000 S40 Pt= 20.754
M2-10 Q= 119.290 4.026 0.000 C=120 Pe= 0.000
M2-11 23.830 q= 0.000 5.000 0.017 Pf= 0.083
Register for complete pipe information.
Material Codes
Pipe Material
S40 - Schedule 40 Steel
Fittings
A - Alarm Valve
E - Standard 90 degree elbow
G - Gate Valve
T - Tee - Flow turn 90 degrees
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