(a) (b) Sludge thickening can be implemented using several methods. Describe TWO (2) differences between gravity thickeners and dissolved air floatation systems. Biotower is an innovative technique from trickling filters. State THREE (3) drawbacks in trickling filters, and explain how each of them were overcome in biotowers.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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(a)
O
Sludge thickening can be implemented using several methods. Describe
TWO
(2) differences between gravity thickeners and dissolved air floatation systems.
Biotower is an innovative technique from trickling filters. State THREE (3)
drawbacks in trickling filters, and explain how each of them were overcome
in biotowers.
A BOD analysis was conducted on a partially-treated sewage at 25°C. Only
20% of the volume of BOD test incubator was filled with the sewage, and
the dissolved oxygen values listed below were measured.
Time
0
1
2
3
4
5
6
Dissolved oxygen (mg/L)
8.5
7.7
6.5
4.8
3.5
?
?
By considering minimum dissolved oxygen at day 6 is valid for BOD
test,determine the following:
(i) Reaction rate K25.
(ii) 25BOD5 from the drawn graph.
(iii) 30BOD3.
(iv) COD of the sample.
Transcribed Image Text:(a) O Sludge thickening can be implemented using several methods. Describe TWO (2) differences between gravity thickeners and dissolved air floatation systems. Biotower is an innovative technique from trickling filters. State THREE (3) drawbacks in trickling filters, and explain how each of them were overcome in biotowers. A BOD analysis was conducted on a partially-treated sewage at 25°C. Only 20% of the volume of BOD test incubator was filled with the sewage, and the dissolved oxygen values listed below were measured. Time 0 1 2 3 4 5 6 Dissolved oxygen (mg/L) 8.5 7.7 6.5 4.8 3.5 ? ? By considering minimum dissolved oxygen at day 6 is valid for BOD test,determine the following: (i) Reaction rate K25. (ii) 25BOD5 from the drawn graph. (iii) 30BOD3. (iv) COD of the sample.
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