calculo sala de ventas 1

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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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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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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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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calculo sala de ventas 1

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