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(c) As an engineer, you have to design a sedimentation tank for Berjaya City residential area with a design overflow rate of 35 m³/m².d and the detention time is 80 minutes. Design criteria are given as follows: Water flow rate = 0.8 m³/s Width of each tank unit = 15 m Typical overflow rate = 16 m³/m²d Minimum number of sedimentation tank units = 2 Calculate: Surface area of a settling tank. Compare the calculated surface area of the typical overflow rate. Give your comment. (i) (ii) Dimensions of the sedimentation tank.

(c) As an engineer, you have to design a sedimentation tank for Berjaya City residential area with a design overflow rate of 35 m³/m².d and the detention time is 80 minutes. Design criteria are given as follows: Water flow rate = 0.8 m³/s Width of each tank unit = 15 m Typical overflow rate = 16 m³/m²d Minimum number of sedimentation tank units = 2 Calculate: Surface area of a settling tank. Compare the calculated surface area of the typical overflow rate. Give your comment. (i) (ii) Dimensions of the sedimentation tank.

Structural Analysis
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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As an engineer, you have to design a sedimentation tank for Berjaya City residential area with a design overflow rate of 35 m³/m².d and the detention time is 80 minutes. Design criteria are given as follows: Water flow rate = 0.8 m³/s (c) Width of each tank unit = 15 m Typical overflow rate = 16 m³/m²d Minimum number of sedimentation tank units = 2 Calculate: Surface area of a settling tank. Compare the calculated surface area of the typical overflow rate. Give your comment. (i) (ii) Dimensions of the sedimentation tank.
Transcribed Image Text:As an engineer, you have to design a sedimentation tank for Berjaya City residential area with a design overflow rate of 35 m³/m².d and the detention time is 80 minutes. Design criteria are given as follows: Water flow rate = 0.8 m³/s (c) Width of each tank unit = 15 m Typical overflow rate = 16 m³/m²d Minimum number of sedimentation tank units = 2 Calculate: Surface area of a settling tank. Compare the calculated surface area of the typical overflow rate. Give your comment. (i) (ii) Dimensions of the sedimentation tank.
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