Question: Example 4 . 1 Given a circular clarifier that is 9 6 feet in diameter with a sidewall water depth of 8 . 5 feet

Example 4.1
Given a circular clarifier that is 96 feet in diameter with a sidewall
water depth of 8.5 feet and a single effluent weir located along the
periphery of the tank, determine the overflow rate, the detention time, and
the weirloading for an average flow of 11mgd.
Example 4 . 1 Given a circular clarifier that is

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