7.10 An in-line equalization basin is to be designed for a wastewater treatment plant. From plant re- cords. a compilation has been made that gives the hourly flowrate versus hour of the day as follows: HOUR MGD MLD HOUR MGD MLD 12 A.M. 3.0 11.4 1 Р.М. 6.6 25.0 1 8.3 7.9 6.6 25.0 2 こ.1 3 7.1 26.9 3 2.0 7.6 7.6 28.8 32.9 37.5 4 2.4 9.1 5 8.7 5 2.8 10.6 6 9.9 3.6 13.6 7 9.9 37.5 7 5.5 20.8 25.0 8 8.4 31.8 8 6.6 9 6.1 23.1 9 28.0 28.8 26.9 10 4.2 15.9 13.2 10 *.6 1 3.5 12 А.М. 3.0 11 11.4 12 noon 6.3 25.7 Determine the fluctuating volume required for the basin in gallons and cubic feet.

7.10 An in-line equalization basin is to be designed for a wastewater treatment plant. From plant re- cords. a compilation has been made that gives the hourly flowrate versus hour of the day as follows: HOUR MGD MLD HOUR MGD MLD 12 A.M. 3.0 11.4 1 Р.М. 6.6 25.0 1 8.3 7.9 6.6 25.0 2 こ.1 3 7.1 26.9 3 2.0 7.6 7.6 28.8 32.9 37.5 4 2.4 9.1 5 8.7 5 2.8 10.6 6 9.9 3.6 13.6 7 9.9 37.5 7 5.5 20.8 25.0 8 8.4 31.8 8 6.6 9 6.1 23.1 9 28.0 28.8 26.9 10 4.2 15.9 13.2 10 *.6 1 3.5 12 А.М. 3.0 11 11.4 12 noon 6.3 25.7 Determine the fluctuating volume required for the basin in gallons and cubic feet.

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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