1.

In a wastewater treatment plant, primary sedimentation tank (PST) designed at an overflow rate of 32.5 m /day/m is 32.5 m long, 8.0 m wide and liquid depth of 2.25 m. If the length of the weir is 75 m, the weir loading rate (in m /day/m) is

A. 111.67 m /d/m
B. 110.67 m /d/m
C. 109.67 m /d/m
D. 112.67 m /d/m
Answer» E.


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