Design the required rectangular sedimentation tank(s) for a water treatment plant given the following information: • . Flow rate: 37, 900 m³/d Detention time: 3.1 hours Surface loading rate (overflow rate): 38 (m³/d)/m² L = 4 W Weir loading rate: 240 m³/m/day. The weir should be designed to achieve the geometry given below. Find the value of Width of Basin (W), Length of Basin (L), Total Weir Length and Value of "b" below. (W-2) 00-1
Design the required rectangular sedimentation tank(s) for a water treatment plant given the following information: • . Flow rate: 37, 900 m³/d Detention time: 3.1 hours Surface loading rate (overflow rate): 38 (m³/d)/m² L = 4 W Weir loading rate: 240 m³/m/day. The weir should be designed to achieve the geometry given below. Find the value of Width of Basin (W), Length of Basin (L), Total Weir Length and Value of "b" below. (W-2) 00-1
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Design the required rectangular sedimentation tank(s) for a water treatment plant given the
following information:
•
.
Flow rate: 37, 900 m³/d
Detention time: 3.1 hours
Surface loading rate (overflow rate): 38 (m³/d)/m²
L = 4 W
Weir loading rate: 240 m³/m/day. The weir should be designed to achieve the geometry
given below. Find the value of Width of Basin (W), Length of Basin (L), Total Weir
Length and Value of "b" below.
(W-2)
00-1
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