1.

What is the weir loading rate assumed while designing a primary sedimentation tank which comes prior to a secondary settling tank?

A. 125-500 m<sup>3</sup>/m.d
B. 50-100 m<sup>3</sup>/m.d
C. 25-50 m<sup>3</sup>/m.d
D. >500 m<sup>3</sup>/m.d
Answer» B. 50-100 m<sup>3</sup>/m.d


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