Hello,
I have a closed system for a subdivision that is being designed. I used PDD's, and because of the elevation differences I have used PRV's to limit the pressure in the lowest part of the system. When I try to run a fire flow analysis, it won't get even 1 gpm because my pressures within this low elevation area too low. I thought PRV's did not allow flow to reverse through them and therefore I should at least be able to get fire flows outside of that low elevation zone with the PRV's because the valves would shut.