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Páginas: 70 (17289 palabras) Publicado: 27 de mayo de 2012
JOB NAME:

Kuehne&Nagel - Fase II - System #10

GoFlow
Graphical Sprinkler Analysis Program Summary of Data and Hydraulic Calculations Project Information
Company: Global Consulting Services Address: El Paso, Texas USA 79936 Info: Kuehne & Nagel - Phase II (System #10)
Cuautitlan, Izcalli, Mexico Cuautitlan, Izcalli, Mexico

Representative: Angel J. Valles, CFPS Date: July 28,2008

Sprinkler System Information
Min Density: Remote Area: Sprinkler Coverage: Operating Sprinklers: K-Factor: Outside Hose: Inside Hose:
1.48162066936493 gpm/ft^2 63 ft^2 90 ft^2 12 16.8 250 gpm 0 gpm

System Diagram

Hydraulic Calculations
Required Capacity Minimum Density: 1.482 gpm/ft^2 Total Supply: 1867.6 gpm Sprinkler Flow: 1617.6 gpm Hoses, etc: 250 gpm Required Pressure:150.5 psi Available Pressure: 160.3 psi Pressure Margin: 9.8 psi Available Capacity Available Density: 1.532 gpm/ft^2 Total Supply: 1922.4 gpm Sprinkler Flow: 1672.4 gpm Operating Pressure: 159 psi Pressure Margin: 0 psi

Water Supply Data
Static Pressure: 1 psi Residual Pres: 0 psi Residual Flow: 500 gpm Test Date: Data Collected By:

Booster Pump Data
Rated Pres: 150 psi Rated Flow:3000 gpm Pump Boost: 170.8 psi

Our evaluations, reports and recommendations are made solely to assist the insurer in underwriting and loss control. No warranties or representations of any kind are made to you or any other party. Evaluation for any hazard or condition does not mean that it is covered under any policy. Any reports or certificates we provide in connection with anystate-required pressure vessel inspection do not mean that all hazards or conditions were under control at the time of the inspection. Neither we nor the insurer shall be liable to you or any other person for the use of any information provided or statements made by any of our employees or agents during the performance of an evaluation.

*** KYFire *** HYDRAULIC ANALYSIS OF A FIRE PROTECTIONSPRINKLER SYSTEM VERSION 1.2 - FEBRUARY 2001 DATE FOR THIS COMPUTER RUN = 07-28-2008 TIME = 07:27:16

DATA FILE NAME = D:\Projects\UNAM\ELNUDO~1\DESIGN~1\HYDRAU~1\FASEII~1\Kuehne&N

****************************************************************** ************* SPRINKLER SYSTEM DATA SUMMARY **************** ******************************************************************CHARACTERISTICS OF MAIN WATER SUPPLY VP-1 : STATIC PRESSURE = 1 PSI RESIDUAL PRESSURE = 0 PSI RESIDUAL FLOW = 500 GPM ELEVATION OF PRESSURE GAGE = 0 FT FLOW REQUIREMENTS: OUTSIDE HOSE FLOW REQUIREMENT (AT NODE J-53) = 250 GPM THERE IS NO INSIDE HOSE REQUIREMENT SPECIFIED TOTAL SPRINKLER SYSTEM FLOW REQUIRED (BASE OF RISER) = 0 GPM ADDITIONAL FLOW REQUIREMENTS: SPRINKLER INFORMATION: MAXIMUM AREA PERSPRINKLER HEAD = 90 SQ FT REQUIRED MINIMUM FLOW (PER SPRINKLER) = 133.3458602428437 GPM REQUIRED MINIMUM FLOW DENSITY = 1.48162066936493 GPM/SQ FT OTHER SPRINKLER SYSTEM DATA: DEFAULT VALUE FOR C-FACTOR = 120 NUMBER OF BOOSTER PUMPS = 1 BOOSTER PUMP [Pump-1] RATED PRESSURE = 150 PSI - FLOW =

3000 GPM

SUMMARY OF SPRINKLER OPERATION:-----------+---------+--------+----------+-------------+-----------+------+---------------- PIPING TO SPRINKLER -----------NAME ELEVATION SPRNK K LENGTH DIAMETER ELEV. DIFF. ELBOWS TYPE -----------+---------+--------+----------+-------------+-----------+------+---S-333 39.5 16.8 0.000 0.000 0.000 0 Ceil S-334 39.5 16.8 0.000 0.000 0.000 0 Ceil S-335 39.5 16.8 0.000 0.000 0.000 0 Ceil S-336 39.5 16.8 0.000 0.000 0.000 0 Ceil S-354 39.5 16.8 0.0000.000 0.000 0 Ceil S-355 39.5 16.8 0.000 0.000 0.000 0 Ceil S-356 39.5 16.8 0.000 0.000 0.000 0 Ceil S-357 39.5 16.8 0.000 0.000 0.000 0 Ceil S-375 39.5 16.8 0.000 0.000 0.000 0 Ceil S-376 39.5 16.8 0.000 0.000 0.000 0 Ceil S-377 39.5 16.8 0.000 0.000 0.000 0 Ceil S-378 39.5 16.8 0.000 0.000 0.000 0 Ceil --------------------------------------------------------------------------------...
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