Rework Example 3-8 to find the orifice diameter using a headloss if one of the flocculation basins is out of service when the design flow rate occurs.
Example 3-8.
Design a baffle wall for one of a pair of flocculation basins using the following design parameters:
Q = 10,000 m3/d
Diameter of orifices = 100 mm
Orifice coefficient of discharge = 0.60
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