Pf=2 Q2 b) Calculate the weir loading of a circular final clarifier for a average flow of 1800 m³/dand PF = ...... based on an overflow rate of 20.7 m/m2.d, and a detention time of 3 hr.

In the waste water management the clarifier tank is most impotent process in treatment plant. In…

Answered: Q2 b) Calculate the weir loading of a…

Q2 b) Calculate the weir loading of a circular final clarifier for a average flow of 1800 m/d and PF =... based on an overflow rate of 20.7 m³/m².d, and a detention time of 3 hr.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

Pf=2

Q2 b) Calculate the weir loading of a circular final clarifier for a average flow of 1800 m³/d
and PF = ...... based on an overflow rate of 20.7 m/m2.d, and a detention time of 3 hr.

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