For a flocculent suspension, determine the removal efficiency for a basin 3.0 m deep with an overflow rate v. of 0.05m/min using the laboratory settling data presented in the following table. Time, min 20 30 40 50 60 70 80 0.6m 61 70 81 95 Suspended solids removed at indicated depth, % 1.2m 1.8m 2.4m 63 71 78 90 58 65 72 77 86 62 67 74 78 86 3.0m 60 63 70 74 77
For a flocculent suspension, determine the removal efficiency for a basin 3.0 m deep with an overflow rate v. of 0.05m/min using the laboratory settling data presented in the following table. Time, min 20 30 40 50 60 70 80 0.6m 61 70 81 95 Suspended solids removed at indicated depth, % 1.2m 1.8m 2.4m 63 71 78 90 58 65 72 77 86 62 67 74 78 86 3.0m 60 63 70 74 77
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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For a flocculent suspension, determine the removal efficiency for a basin 3.0 m deep with an overflow rate of 0.05 m/min using the laboratory settling data presented in the following table.
![1. For a flocculent suspension, determine the removal efficiency for a basin 3.0 m deep with an
overflow rate v. of 0.05m/min using the laboratory settling data presented in the following table.
Suspended solids removed at indicated depth, %
1.2m
1.8m
2.4m
Time, min
20
30
40
50
60
70
80
0.6m
61
70
81
95
63
71
78
90
58
65
72
77
86
62
67
74
78
86
3.0m
60
63
70
74
77](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe80ef817-aa8b-4047-ac27-a3f534c77dd1%2F276b925b-30ac-4afe-8d63-687ad0c45a09%2F70winmv_processed.png&w=3840&q=75)
Transcribed Image Text:1. For a flocculent suspension, determine the removal efficiency for a basin 3.0 m deep with an
overflow rate v. of 0.05m/min using the laboratory settling data presented in the following table.
Suspended solids removed at indicated depth, %
1.2m
1.8m
2.4m
Time, min
20
30
40
50
60
70
80
0.6m
61
70
81
95
63
71
78
90
58
65
72
77
86
62
67
74
78
86
3.0m
60
63
70
74
77
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