Two primary settling basins are 20 m in diameter with 2.5 m as side water depth. Single effluent weirs are located on the peripheries of the tank. The water flow is 25000 m³/day. The quantity of water to be treated during detention period by one basin is

Two primary settling basins are 20 m in diameter with 2.5 m as side water depth. Single effluent weirs are located on the peripheries of the tank. The water flow is 25000 m³/day. The quantity of water to be treated during detention period by one basin is

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

Two primary settling basins are 20 m in diameter with 2.5 m as side water depth. Single effluent weirs are
located on the peripheries of the tank. The water flow is 25000 m3/day. The quantity of water to be treated
during detention period by one basin is

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