Problem 2. Using a surface overflow rate of 26.00 m/d and a detention time of 2.00 hours, size of a sedimentation tank for the average flow rate of 0.400 m3/s would be: (assume a Length to Width Ratio of 5) a. Volume--- b. Depth- c. Width- d. Length-- -cubic meter -----meter -----meter ----meter

Problem 2. Using a surface overflow rate of 26.00 m/d and a detention time of 2.00 hours, size of a sedimentation tank for the average flow rate of 0.400 m3/s would be: (assume a Length to Width Ratio of 5) a. Volume--- b. Depth- c. Width- d. Length-- -cubic meter -----meter -----meter ----meter

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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Highway Drainage

Highway drainage is the process of extracting and regulating the excess surface water on the pavement by giving the desired slope. The construction of a highway drain helps to divert the water present on the surface, and sub-grade by the means of slope. Highway drainage systems are a necessary part of smooth functioning of traffic, since the highway drainage systems provide proper disposal of unwanted substances from the highways.

Question

Problem 2.
Using a surface overflow rate of 26.00 m/d and a detention time of 2.00 hours, size of a
sedimentation tank for the average flow rate of 0.400 m3/s would be: (assume a Length to
Width Ratio of 5)
a. Volume----
b. Depth-
c. Width-
d. Length-
--cubic meter
----meter
------meter
----meter

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