OPCION 1 - ROCIADORES BULBO ALMACEN ACOPIO - REV A PAGE 1
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1 OPCION 1 - ROCIADORES BULBO ALMACEN ACOPIO - REV A PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED DENSITY THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi THE SPRINKLER SYSTEM FLOW IS gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 0.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS gpm THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS gpm/sq. ft. THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE psi RESIDUAL PRESSURE psi AT gpm TOTAL SYSTEM FLOW gpm AVAILABLE PRESSURE psi AT gpm OPERATING PRESSURE psi AT gpm PRESSURE REMAINING psi
2 OPCION 1 - ROCIADORES BULBO ALMACEN ACOPIO - REV A PAGE 2 FITTING Equivalent Length per NFPA , '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve ============================================================================================= FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) A MAX. VELOCITY OF ft./sec. OCCURS BETWEEN REF. PT. 2 AND 100 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A.
3 H Y D R A U L I C C A L C U L A T I O N S C O V E R S H E E T OPCION 1 - ROCIADORES BULBO ALMACEN ACOPIO - REV A STATIC PRESSURE (psi) RESIDUAL PRESSURE (psi) RESIDUAL FLOW (gpm) 750 NUMBER OF BOOSTER PUMPS 0 W A T E R S U P P L Y B O O S T E R P U M P S S P R I N K L E R S MAXIMUM SPACING OF SPRINKLERS (ft) MAXIMUM SPACING OF SPRINKLER LINES (ft) 8.2 SPECIFIED DISCHARGE DENSITY (gpm/sq. ft.).4 THIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF.4 gpm/sq. ft. FOR A DESIGN AREA OF 3000 SQ. FT. OF FLOOR AREA THIS SYSTEM OPERATES AT A FLOW OF gpm AT A PRESSURE OF psi AT THE BASE OF THE RISER (REF. PT. %100) PIPES USED FOR THIS SYSTEM ====================================== 001 SCHEDULE 40
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5 OPCION 2 - ROCIADORES ESPUM ALMACEN ACOPIO - REV A PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED DENSITY THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi THE SPRINKLER SYSTEM FLOW IS gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 0.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS gpm THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS gpm/sq. ft. THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE psi RESIDUAL PRESSURE psi AT gpm TOTAL SYSTEM FLOW gpm AVAILABLE PRESSURE psi AT gpm OPERATING PRESSURE psi AT gpm PRESSURE REMAINING psi THE ABOVE RESULTS INCLUDE psi FRICTION LOSS AT REF. PT. # 50 FOR A [ ] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE
6 OPCION 2 - ROCIADORES ESPUM ALMACEN ACOPIO - REV A PAGE 2 FITTING Equivalent Length per NFPA , '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve ============================================================================================= FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) A MAX. VELOCITY OF ft./sec. OCCURS BETWEEN REF. PT. 51 AND 100 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A.
7 H Y D R A U L I C C A L C U L A T I O N S C O V E R S H E E T OPCION 2 - ROCIADORES ESPUM ALMACEN ACOPIO - REV A STATIC PRESSURE (psi) RESIDUAL PRESSURE (psi) RESIDUAL FLOW (gpm) 750 NUMBER OF BOOSTER PUMPS 0 W A T E R S U P P L Y B O O S T E R P U M P S S P R I N K L E R S MAXIMUM SPACING OF SPRINKLERS (ft) 10 MAXIMUM SPACING OF SPRINKLER LINES (ft) 10 SPECIFIED DISCHARGE DENSITY (gpm/sq. ft.).3 THIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF.3 gpm/sq. ft. FOR A DESIGN AREA OF 3000 SQ. FT. OF FLOOR AREA THIS SYSTEM OPERATES AT A FLOW OF gpm AT A PRESSURE OF psi AT THE BASE OF THE RISER (REF. PT. %100) PIPES USED FOR THIS SYSTEM ====================================== 001 SCHEDULE 40
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9 OPCION 3 - ALTA EXPANSION ALMACEN ACOPIO - REV A PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi THE SPRINKLER SYSTEM FLOW IS gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 0.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 0.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE psi RESIDUAL PRESSURE psi AT gpm TOTAL SYSTEM FLOW gpm AVAILABLE PRESSURE psi AT gpm OPERATING PRESSURE psi AT gpm PRESSURE REMAINING psi THE ABOVE RESULTS INCLUDE psi FRICTION LOSS AT REF. PT. # 50 FOR A [ ] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE
10 OPCION 3 - ALTA EXPANSION ALMACEN ACOPIO - REV A PAGE 2 FITTING Equivalent Length per NFPA , '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve ============================================================================================= FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) A MAX. VELOCITY OF 6.61 ft./sec. OCCURS BETWEEN REF. PT. 102 AND 901 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A.
11 H Y D R A U L I C C A L C U L A T I O N S C O V E R S H E E T OPCION 3 - ALTA EXPANSION ALMACEN ACOPIO - REV A STATIC PRESSURE (psi) RESIDUAL PRESSURE (psi) RESIDUAL FLOW (gpm) 750 NUMBER OF BOOSTER PUMPS 0 W A T E R S U P P L Y B O O S T E R P U M P S S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 42 MINIMUM PRESSURE PER SPRINKLER (psi) THIS SYSTEM OPERATES AT A FLOW OF gpm AT A PRESSURE OF psi AT THE BASE OF THE RISER (REF. PT. %100) PIPES USED FOR THIS SYSTEM ====================================== 001 SCHEDULE 40
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