My previous request was a little misleading. I would like to determine the required pumping capacity to handle the water created by a flood on an industrial building approximately 5000sf floor area, surrounded by earth with only driveways. The volumn of water is created by a storm 2 inches per...
What are the formulars to compute the capacity of sump pumps for basement evacuation of water seepage. Also indicate the effect of rain in inches per hour and the effect of standing water on soil perculation increasing the capacity
I need to determine the sump pump capacity required under a building basement. What are the required inputs and what formular or formulars do you use to determine the potential water to be removed by sump pumps for various depth of basements from 4 feet to about 10 feet.