The sewage from an area of 400 acres is to be carried by a circular sewer at a velocity not less than 2.5 fps. Manning’s n = 0.013. The population density is 16 persons per acre. Find the maximum hourly and minimum hourly flows. Determine the pipe size required to handle these flows and the required slope. Assume typical per capita sewage quantities and typical peak factors for the determination of maximum and minimum hourly sewage flows. Allow a maximum velocity of 10 ft/sec and allow the pipe to flow full under maximum hourly flow conditions.
The sewage from an area of 400 acres is to be carried by a circular sewer at a velocity not less than 2.5 fps. Manning’s n = 0.013. The population density is 16 persons per acre. Find the maximum hourly and minimum hourly flows. Determine the pipe size required to handle these flows and the required slope. Assume typical per capita sewage quantities and typical peak factors for the determination of maximum and minimum hourly sewage flows. Allow a maximum velocity of 10 ft/sec and allow the pipe to flow full under maximum hourly flow conditions.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The sewage from an area of 400 acres is to be carried by a circular sewer at a velocity not less than 2.5 fps. Manning’s n = 0.013. The population density is 16 persons per acre. Find the maximum hourly and minimum hourly flows. Determine the pipe size required to handle these flows and the required slope. Assume typical per capita sewage quantities and typical peak factors for the determination of maximum and minimum hourly sewage flows. Allow a maximum velocity of 10 ft/sec and allow the pipe to flow full under maximum hourly flow conditions.
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