Trying to figure out flows in sump design. For example for a 210 gallon tank, what size return pump should you aim for? How many gallons of water should the pump cycle in the sump per hour? taking into consideration the head pressure. Assume a 90-100 gallon sump tank size. Then we need to make sure the drain line(s), maybe 2, can safely handle the overflow volume dictated by the return volume of the sump pump, correct? Is there a formula to figure out the safe diameter of a drain pipe on overflow given a known flow rate in gallons per hour? You wouldn't want a drain too small or what if it clogs then wet floor?



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