QUESTION 4 A settling analysis is run on a Type 1 suspension in a laboratory column with a port of 1.9m below the suspension surface. The data obtained are shown below. Time (min) TSS (conc,mg/L) 0 220 3 116 5 98 10 75 20 35 40 10 60 2 What is the theoretical removal efficiency in a settling basin for an overflow of 440 m2/m.day?
QUESTION 4 A settling analysis is run on a Type 1 suspension in a laboratory column with a port of 1.9m below the suspension surface. The data obtained are shown below. Time (min) TSS (conc,mg/L) 0 220 3 116 5 98 10 75 20 35 40 10 60 2 What is the theoretical removal efficiency in a settling basin for an overflow of 440 m2/m.day?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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QUESTION 4
A settling analysis is run on a Type 1 suspension in a laboratory column with a port of 1.9m below the suspension surface. The data obtained are shown below.
Time (min) |
TSS (conc,mg/L) |
0 |
220 |
3 |
116 |
5 |
98 |
10 |
75 |
20 |
35 |
40 |
10 |
60 |
2 |
What is the theoretical removal efficiency in a settling basin for an overflow of 440 m2/m.day?
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