Design an oxidation pond for treating domestic sewage contributed by 10,000 persons supplied with water at 200 litres per person per day. The BOD and suspended solids are 300 m g/l each. Permissible organic loading for the pond is not less than 500 kg/ha/day. The detention period is not to exceed 6 days. Assume width to length ratio as 1: 2, and operational depth as 1.2 m. Assume any other data. Sewage volume may be taken equal to water supplied.

Design an oxidation pond for treating domestic sewage contributed by 10,000 persons supplied with water at 200 litres per person per day. The BOD and suspended solids are 300 m g/l each. Permissible organic loading for the pond is not less than 500 kg/ha/day. The detention period is not to exceed 6 days. Assume width to length ratio as 1: 2, and operational depth as 1.2 m. Assume any other data. Sewage volume may be taken equal to water supplied.

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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