Hi all,
  I have a bit problem in calculating my water demand for a theory  project 
like below:
  Assume that there is a factory protected with a wet pipe sprinkler system, 4 
fire boxes and 4 external hydrants on main ring.
   
  According to NFPA-13 i conclude that for example I should consider 20 
sprinklers active and from my hydraulic calculations I concluded that my 
sprinklers demand would be 643 Gpm.
   
   I also assumed 2 fire boxes active and from my hydraulic calculations I 
concluded that for example flow rate for first fire box is 142 Gpm and second 
is 156 Gpm, So the total demand for hose streams is (142+156) = 295 Gpm.
   
  I also have 4 external hydrants on main ring, should I assume that at least 
one hydrants will work at the same time with my sprinklers and 2 fire boxes? If 
the answer is yes, then I will active one hydrant and my hydraulic calculations 
I concluded that my hydrant demand is 860 Gpm.
   
  So I have following demands:
  1- Wet pipe sprinkler system ------------------------------- Demand: 643 Gpm
  2- Hose streams (Fire boxes) ------------------------------ Demand: 295 Gpm
  3- External Hydrants on main ring------------------------- Demand: 860 Gpm
  Now I conclude that my total water demand is (643 + 295 + 860 )= 1798 Gpm.
  My questions are as below:
  A- Should I assume that my external hydrants will work at the same time with 
sprinklers and 2 fire boxes? and should I include them in total water demand?
  B- Should I assume exactly 295 Gpm for my hose streams? or NFPA has standard 
for water demand of hose streams( Ex. 250 or 500 Gpm) ?
  C- What is my right total demand in your idea?
  I know that my questions may surprise you, becuase I am a beginner, I would 
appreciate if you answer in details to know where I am wrong.
  Thanks,
  Reza

       
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