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51
If n is the rugosity coefficient, r is the hydraulic depth, s is the bed slope of sewer, the velocity of flow in m/sec may be obtained by the formula $${\text{V}} = \frac{1}{{\text{n}}}{{\text{r}}^{\frac{2}{3}}}{{\text{s}}^{\frac{1}{2}}}$$   evolved by
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Answer: Option B
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52
In a sedimentation tank (length L, width B, depth D) the settling velocity of a particle for a discharge Q, is
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Answer: Option D
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53
Maximum permissible velocity 1.5 m/sec, is adopted in drains
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Answer: Option C
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54
Aerobic bacterias
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Answer: Option D
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55
The quantity of liquid waste which flows in sewers during the period of rainfall, is known
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Answer: Option C
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56
To prevent settling down of sewage both at the bottom and on the sides of a large sewer, self-cleaning velocity recommended for Indian conditions, is
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Answer: Option D
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57
Which one of the following gases is most significant as air pollutant?
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Answer: Option D
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58
The standard B.O.D. of water is taken for
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Answer: Option D
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59
Dried sewage after treatment is used as
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Answer: Option A
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60
The sewer which transports the sewage to the point of treatment, is called
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Answer: Option B
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