molly6565 molly6565
  • 25-11-2022
  • Engineering
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the two settling tanks at turkey run (problem 23-21 in chapter 23) are 16.0 m in diameter and 4.0 m deep. the effluent weir is a single launder set on the tank wall. evaluate the overflow rate, depth, solids loading, and weir length for conformance to standard practice.

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