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posted by  myspace on 9/18/2008 11:52:37 AM  |  status: Live  

water treatment

Course Textbook Chapter Problem
Environmental Science & Engg water supply and pollution control 10 16
Question Details:
A wastewater treatment plant has two primary clarifiers, each 20m in diameter with a 2-m side-water depth. the effluent weirs are inboard channels set on a diameter of 18m. for a flow of 12900m^3/d, calculate the overflow rate, detention time,and weir loading.
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