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Waste Water Engineering - Section 1 (6)

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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.

41. 

Assertion (A) : Discharging the effluents from the oxidation ponds just up stream of lakes or reservoirs is undesirable. Reason (R) : The discharged algae get settled in the reservoirs and cause anaerobic decomposition and other water qualities.

A. Both A and R are true and R is the correct explanation of A
B. Both A and R are true but R is not a correct explanation of A
C. A is true but R is false
D. A is false but R is true.

Answer: Option A

Explanation:

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

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42. 

The non-clog pump which permits solid matter to pass out with the liquid sewage, is

A. centrifugal pump
B. reciprocating pump
C. pneumatic ejector
D. none of these.

Answer: Option A

Explanation:

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

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43. 

Pick up the correct statement from the following :

A. pH value indicates acidity and alkalinity of sewage
B. In acidic sewage, the pH value is less than 7
C. In alkaline sewage, the pH value is more than 7
D. Fresh sewage is generally alkaline
E. All the above.

Answer: Option E

Explanation:

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

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44. 

If the diameter of sewer is 225 mm, the gradient required for generating self cleansing velocity, is

A. 1 in 60
B. 1 in 100
C. 1 in 120
D. none of these.

Answer: Option C

Explanation:

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

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45. 

If D is the diameter of upper circular portion, the overall depth of a standard egg shaped section, is

A. D
B. 1.25 D
C. 1.5 D
D. 1.75 D
E. 2 D.

Answer: Option C

Explanation:

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

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46. 

If 2% solution of a sewage sample is incubated for 5 days at 20°C and depletion of oxygen was found to be 5 ppm, B.O.D. of the sewage is

A. 200 ppm
B. 225 ppm
C. 250 ppm
D. None of these.

Answer: Option C

Explanation:

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

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47. 

The rate of accumulation of sludge in septic tanks is recommended as

A. 30 litres/person/year
B. 25 litres/person/year
C. 30 litres/person/month
D. 25 litres/person/month.

Answer: Option A

Explanation:

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

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48. 

Aerobic bacterias

A. flourish in the presence of free oxygen
B. consume organic matter as their food
C. oxidise organic matter in sewage
D. All the above.

Answer: Option D

Explanation:

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

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