WaterCAD Fire Flow Analysis Problem
WaterCAD Fire Flow Analysis Problem
(OP)
I ran a fire flow analysis on my WaterCAD model and cannot attain any available fire flow to any nodes in the system (0 gpm) thus not satisfying the flow constraints of 1,500 gpm. Does anyone know why I would have 0 gpm available fire flow throughout the entire system, would this have to do with assigning zones to respective nodes? I have everything set at 1 zone....please help!
Thank you
Thank you





RE: WaterCAD Fire Flow Analysis Problem
theci
RE: WaterCAD Fire Flow Analysis Problem
So in all I would have one base, and three child scenarios...
ADD
ADPM
ADPM + FF1
ADPM + FF2
Enjoy!