Example A rectangular sedimentation tank with w-25m, L-50m and h-3m The flow rate 1500 mh, and the influent particles concentration - 2000mg/1. The following table shows the percentage of particles as a function of his điameter Volume of particle (mm) 0.001 0.005 0.01 0.015 10 20 15 15 0.02 0.025 20 20 Find: 1) Settling velocity, if particles density = 2650 kg/ m² and viscosity of water - 1.002 10*N.s/m 2) Percentage removal for each particle and total percentage removal 3) Sludge depth, if the tank is cleaned one time per month. If percentage of solide - 8% and sludge density = 1150 kg/ m² 4) Effluent concentration particles
Example A rectangular sedimentation tank with w-25m, L-50m and h-3m The flow rate 1500 mh, and the influent particles concentration - 2000mg/1. The following table shows the percentage of particles as a function of his điameter Volume of particle (mm) 0.001 0.005 0.01 0.015 10 20 15 15 0.02 0.025 20 20 Find: 1) Settling velocity, if particles density = 2650 kg/ m² and viscosity of water - 1.002 10*N.s/m 2) Percentage removal for each particle and total percentage removal 3) Sludge depth, if the tank is cleaned one time per month. If percentage of solide - 8% and sludge density = 1150 kg/ m² 4) Effluent concentration particles
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 2.14P: A hydrometer test has the following result: Gs = 2.65, temperature of water = 26 C, and L = 10.4 cm...
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![Example
A rectangular sedimentation tank with W=25m, L=50m and h=3m The flow
rate = 1500 mh, and the influent particles concentration = 2000mg/1. The
following table shows the percentage of particles as a function of his diameter:
Volume of particle (mm)
0.001
0.005
10
20
15
0.01
0.015
0.02
0.025
15
20
20
Find:
1) Settling velocity, if particles density = 2650 kg/ m² and viscosity of water
= 1.002*10*N.s/m
2) Percentage removal for each particle and total percentage removal
3) Sludge depth, if the tank is cleaned one time per month. If percentage of
solide = 8% and sludge density = 1150 kg/ m
4) Effluent concentration particles](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F5dbb79c0-4515-4de4-90c3-67b4a1828eb8%2F30de5bf3-a746-4773-9869-8b8aa36f305d%2F2v7hlja_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Example
A rectangular sedimentation tank with W=25m, L=50m and h=3m The flow
rate = 1500 mh, and the influent particles concentration = 2000mg/1. The
following table shows the percentage of particles as a function of his diameter:
Volume of particle (mm)
0.001
0.005
10
20
15
0.01
0.015
0.02
0.025
15
20
20
Find:
1) Settling velocity, if particles density = 2650 kg/ m² and viscosity of water
= 1.002*10*N.s/m
2) Percentage removal for each particle and total percentage removal
3) Sludge depth, if the tank is cleaned one time per month. If percentage of
solide = 8% and sludge density = 1150 kg/ m
4) Effluent concentration particles
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