notsocivil
Civil/Environmental
- Aug 15, 2006
- 10
Hello all,
Please help I am struggling with a water distribution model that says I am okay with kypipe but when I do it by hand I am not sure how it will work. I basically have a parallel pipe system (a six inch that splits into a 6" and an 8") I know the flowrate and pressure (670gpm) 'upstream' before they split so I calculate the flow in each branch and come up with about 436gpm in my 8" branch after losses with about 44psi. If I tap into the 8-inch will I ever get 500+gpm if its flowing 436gpm now or is it a matter of the demand and the pump, tank upstream? Thanks.
Please help I am struggling with a water distribution model that says I am okay with kypipe but when I do it by hand I am not sure how it will work. I basically have a parallel pipe system (a six inch that splits into a 6" and an 8") I know the flowrate and pressure (670gpm) 'upstream' before they split so I calculate the flow in each branch and come up with about 436gpm in my 8" branch after losses with about 44psi. If I tap into the 8-inch will I ever get 500+gpm if its flowing 436gpm now or is it a matter of the demand and the pump, tank upstream? Thanks.