Brad,
Thanks for your comment. It's not about water tank storage. It's about 
considering the maximum flow at the area closet to the pump just in order to 
select the right pump. Check this figure in VdS CEA 4001 Standard:

http://www.sarian.ir/Pump-Curve.png

 Best,
 Reza Esmaeili
  
 Email:[email protected]
 Cell: +98 912 2444875
 Web: www.sarian.ir

--------------------------------------------
On Tue, 1/31/17, Brad Casterline <[email protected]> wrote:

 Subject: RE: Selecting a Fire Pump/ Europeans vs. Americans
 To: [email protected]
 Date: Tuesday, January 31, 2017, 1:03 AM
 
 Isn't
 the requirement for calculating the area closest to the pump
 only when the water supply is water storage tank, to verify
 the tank capacity against flow rate and duration?
 
 You are right though - American codes do not require the two
 sets-- we calc 'most remote' and use that size all
 the way back because the closer you get to the riser the
 more you will be flowing, hence the concern about tank
 capacity.
 
 It is a can of worms that has not yet been opened here in
 'the states'.
 Brad
 A 1000
 GPM rated pump will not likely produce a flow rate of 1800
 GPM. It will limit out most likely around 1650 to maybe 1700
 GPM. It should then, nonetheless provide the minimum design
 density at the lest demanding design area. There is no code
 requirement to produce the maximum flow capacity of a design
 area, only the minimum.
 
 Mark at Aero
 
 602 820-7894
 
 
 
 -----Original Message-----
 
 From: Sprinklerforum [mailto:sprinklerforum-
 [email protected]. org] On Behalf Of Reza
 Esmaeili
 
 Sent: Monday, January 30, 2017 1:56 PM
 
 To: sprinklerforum@lists.
 firesprinkler.org
 
 Subject: Selecting a Fire Pump/ Europeans vs. Americans
 
 
 
  I am glad to write in this nice forum again!
 
 
 
 I don’t understand NFPA 20 for selecting fire pump:
 “Maximum system demand flow should be between 90% and 140%
 of pump’s rated capacity, but, in no case, greater than
 150% of the pump’s rated capacity”.
 
 
 
 That is to say if my total sprinkler and hose demand is
 1400GPM, I can simply choose a 1000GPM rated pump. 1400GPM
 is calculated based on the most remote sprinklers, so what
 if the sprinklers nearer to pumps are activated and my
 demand jump to 1800GPM? Then at high flow, there is a
 possibility for cavitation and overloading the motor. Am I
 wrong?
 
 
 
 Europeans calculate differently. They calculate the demand
 both at the most unfavourable area (most remote area) and
 most favourable area (near the pump). For example if they
 calculate 1400GPM at most unfavourable and 1800GPM at most
 favourable area, then based on these figures they choose a
 pump. They also check 1800GPM on the pump curve to be sure
 it’s less than 140% of rated capacity and also less than
 16m NPSHr.
 
 
 
 VdS CEA 4001 Standard in Europe: The pump set shall be
 capable of providing at least the flow and pressure of both
 the most favourable and the most unfavourable areas. The
 maximum flow demand (Qmax) for supplying the most favourable
 area may exceed the permitted rate by up to 40 %. The
 pressure shall not fall by more than 30 % (of the pressure
 prevailing with the permitted rate). The flow demand for the
 most unfavourable area shall fall below the permitted rate
 at all times.
 
 
 
 NFPA 20 and VdS are somehow the same. They limit the maximum
 flow demand up to 140% of rated capacity, but Europeans
 really calculate the minimum and maximum demand and check
 this is less than 140% but American don’t check anything.
 So if like the above example an American designer make a
 tight selection (Choosing a 1000GPM pump for 1400GPM
 demand), is there any possible problem if the sprinklers
 near the pumps are activated and the pump runs at
 1800GPM?
 
 
 
 Best,
 
 
 
 Reza Esmaeili
 
 
 
 Email:[email protected]
 
 Cell: +98 912 2444875
 
 Web: www.sarian.ir
 
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