n, is designed to treat 10 MLD of raw water. Determine the overall removal ef reating raw water containing discrete particles whose settling velocities are distr elow. Settling velocity (m/hr) 0-0.5 0.5 1.0 1.0 - 1.5 1.5 2.0 2.0 2.5 - 2.5-3.0 3.0-3.5 25 10 Number of particles (x) 30 50 90 110 100 70 30 30

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q.7 Type I or Discrete Settling: A settling basin, which is 26 m long, 8 m wide and having a water depth of 3
m, is designed to treat 10 MLD of raw water. Determine the overall removal efficiency of the basin while
treating raw water containing discrete particles whose settling velocities are distributed as given in the table
below.
Settling velocity (m/hr)
0-0.5
0.5 1.0
1.0 1.5
1.5 2.0
2.0 - 2.5
2.5-3.0
3.0 - 3.5
3.5 - 4.0
Total
Number of particles (×105) per liter
30
50
90
110
100
70
30
20
500
Transcribed Image Text:Q.7 Type I or Discrete Settling: A settling basin, which is 26 m long, 8 m wide and having a water depth of 3 m, is designed to treat 10 MLD of raw water. Determine the overall removal efficiency of the basin while treating raw water containing discrete particles whose settling velocities are distributed as given in the table below. Settling velocity (m/hr) 0-0.5 0.5 1.0 1.0 1.5 1.5 2.0 2.0 - 2.5 2.5-3.0 3.0 - 3.5 3.5 - 4.0 Total Number of particles (×105) per liter 30 50 90 110 100 70 30 20 500
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