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Q1. Design and analysis a primary clarification system for a design average wastewater flow of 315 m/hr with a peak hourly flow of 788 m/hr and a minimum flow of 189 m/hr? Assume surface settling rate 28.5 m'/(m2.d), L/W ratio 3/1, min depth 3m and max. weir loading T24m/(d.m).

Q1. Design and analysis a primary clarification system for a design average wastewater flow of 315 m/hr with a peak hourly flow of 788 m/hr and a minimum flow of 189 m/hr? Assume surface settling rate 28.5 m'/(m2.d), L/W ratio 3/1, min depth 3m and max. weir loading T24m/(d.m).

Structural Analysis
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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Q1. Design and analysis a primary clarification system for a design average wastewater flow of 315 m/hr with a peak hourly flow of 788 m/hr and a minimum flow of 189 m/hr? Assume surface settling rate 28.5 m'/(m2.d), L/W ratio 3/1, min depth 3m and max. weir loading T24m/(d.m).
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