Question =5Designhigh rate trickling flter for treatingwith BOD of 180 mg|L. The nate ofThe rate ofwaste waterwas te water generated is SMLD.BOD requ'red is 25 wg/L. Adopt me circulat vonAdopt seciruulati'onvatio

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Question Design high rate treickling ter for troeating a waste water with BOD of 160 mg|L The mate of generated o 25 wg/L. Adopt necirculation was te water is 5 MLD. The efflueut BOD required ts ratio of los.

Question Design high rate treickling ter for troeating a waste water with BOD of 160 mg|L The mate of generated o 25 wg/L. Adopt necirculation was te water is 5 MLD. The efflueut BOD required ts ratio of los.

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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Storm Sewers and Detention

The storm drains system transports rainwater or stormwater and other runoff from roads, parking lots, and roof downpipes directly to nearby creeks, rivers, or the sea without any treatment.

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