The designed discharge for a sanitary sewage serving population of 50000 with rate of water supply of 135 LPCD is m³/sec. Given the catchment area is 100 hectares and the average co-efficient of runoff is 0.60. Consider 80% of the water supplied will result in wastewater generation with a peak factor of 2.5.

The designed discharge for a sanitary sewage serving population of 50000 with rate of water supply of 135 LPCD is m³/sec. Given the catchment area is 100 hectares and the average co-efficient of runoff is 0.60. Consider 80% of the water supplied will result in wastewater generation with a peak factor of 2.5.

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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