For the rectangular horizontal-flow sedimentation basin and influent particle- settling characteristics given, calculate the particle removal efficiency. Parameter Flow rate, m3/day 7,570 Length, m 30 Width, m 5 Settling Velocity, m/h Number of Particles, #/mL 0.2 560 0.6 720 1.0 880 1.4 1110 1.81320
For the rectangular horizontal-flow sedimentation basin and influent particle- settling characteristics given, calculate the particle removal efficiency. Parameter Flow rate, m3/day 7,570 Length, m 30 Width, m 5 Settling Velocity, m/h Number of Particles, #/mL 0.2 560 0.6 720 1.0 880 1.4 1110 1.81320
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter2: Origin Of Soil And Grain Size
Section: Chapter Questions
Problem 2.15P: Repeat Problem 2.14 with the following values: Gs = 2.75, temperature of water = 21C, t = 88 min,...
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Question
For the rectangular horizontal-flow sedimentation basin and influent particle-
settling characteristics given, calculate the particle removal efficiency.
Parameter
Flow rate, m3/day 7,570
Length, m 30
Width, m 5
Settling Velocity, m/h Number of Particles, #/mL
0.2 560
0.6 720
1.0 880
1.4 1110
1.81320
settling characteristics given, calculate the particle removal efficiency.
Parameter
Flow rate, m3/day 7,570
Length, m 30
Width, m 5
Settling Velocity, m/h Number of Particles, #/mL
0.2 560
0.6 720
1.0 880
1.4 1110
1.81320
3
2.2 1110
2.6 620
3.0 440
3.4 320
3.8 160
2.2 1110
2.6 620
3.0 440
3.4 320
3.8 160
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