Timber
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Imagine you are assigned with the task of determing additional pumping cost associated with ground water infiltration into an existing pump station wet well.
The existing wet well is designed to collect a small neibhorhood of sanitary sewer. The well is constructed of concrete, it is cylindrical in shape, with an 8' diameter. The top of the well has an elevation of 1120' NGVD matching the surface grade. The bottom of the well is set at 1110' NGVD. Suppose the surrounding normal water table is consistently measured at an elevation of 7' below the wet well rim. If an eroded 1" circular hole is located 12' deep on the side of the wet well, how much additional volumeteric fluid flow will be collected and pumped out of the wet well on a daily basis. Assuming the water table elevation will remain constant regardelss of ifluence from the infiltration. One can also assume the existing lift station was designed to serve 400 single family homes with an average daily flow of 0.14 MGD. For arguements sake, the current pumping cost is $10 per day per every 100,000 gallons pumped. How significant would the increase be. Is it worth addressing? Is this possible?
Give it a try.
The existing wet well is designed to collect a small neibhorhood of sanitary sewer. The well is constructed of concrete, it is cylindrical in shape, with an 8' diameter. The top of the well has an elevation of 1120' NGVD matching the surface grade. The bottom of the well is set at 1110' NGVD. Suppose the surrounding normal water table is consistently measured at an elevation of 7' below the wet well rim. If an eroded 1" circular hole is located 12' deep on the side of the wet well, how much additional volumeteric fluid flow will be collected and pumped out of the wet well on a daily basis. Assuming the water table elevation will remain constant regardelss of ifluence from the infiltration. One can also assume the existing lift station was designed to serve 400 single family homes with an average daily flow of 0.14 MGD. For arguements sake, the current pumping cost is $10 per day per every 100,000 gallons pumped. How significant would the increase be. Is it worth addressing? Is this possible?
Give it a try.