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Waste Water Engineering - Section 1 (4)

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Waste Water Engineering - Section 1

Waste water engineering is a branch of this engineering and in
the following section you will find the important MCQs related to this field.

25. 

Pick up the in-correct statement from the following :

A. Manholes are provided in sewer pipes at suitable intervals
B. Catch basins are generally provided in sewers for carrying drainage discharge
C. Inlets are generally provided in all sewers
D. None of these.

Answer: Option C

Explanation:

No answer description available for this question. Let us discuss.

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26. 

In primary sedimentation, the 0.2 mm inorganic solids get separated if specific gravity is

A. 2.25
B. 2.50
C. 2.55
D. 2.65
E. 2.75

Answer: Option D

Explanation:

No answer description available for this question. Let us discuss.

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27. 

The screens are fixed

A. perpendicular to the direction of flow
B. parallel to the direction of flow
C. at an angle 30° to 60° to the direction of flow
D. none of these.

Answer: Option C

Explanation:

No answer description available for this question. Let us discuss.

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28. 

The dimensions of a rectangular settling tank are : length 24 m, width 6 m and depth 3 m. If 2 hour detention period for tanks is recommended, the rate of flow of sewage per hour, is

A. 204 cu m
B. 208 cu m
C. 212 cu m
D. 216 cu m
E. 220 cu m.

Answer: Option D

Explanation:

No answer description available for this question. Let us discuss.

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29. 

The detention time of a circular tank of diameter d and water depth H, for receiving the sewage Q per hour, is

A. 190-9.173-1
B. 190-9.173-2
C. 190-9.173-3
D. 190-9.173-4

Answer: Option A

Explanation:

No answer description available for this question. Let us discuss.

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30. 

For treating the sewage of a large city, you will recommend

A. a sedimentation tank and an activated sludge treatment plant
B. a plant consisting of Imhoff tanks with low rate trickling filters
C. sedimentation tanks with high rate trickling filters
D. none of these.

Answer: Option A

Explanation:

No answer description available for this question. Let us discuss.

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31. 

When drainage to sewage ratio is 20, the peak dry weather flow is

A. 20% of the design discharge
B. slightly less than 5% of the design discharge
C. slightly more than 5% of the design discharge
D. none of these.

Answer: Option B

Explanation:

No answer description available for this question. Let us discuss.

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32. 

A rainfall may be classified as acidic if its pH value is less or equal to

A. 6
B. 7
C. 5
D. 6.5

Answer: Option C

Explanation:

No answer description available for this question. Let us discuss.

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