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Environmental Engineering

Environmental Engineering
The velocity of flow does not depend on

Hydraulic mean depth of sewer
Grade of sewer
Roughness of sewer
Length of sewer

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Environmental Engineering
The rate of BOD exerted at any time is

Inversely proportional to BOD remaining
Directly proportional to BOD remaining
Directly proportional to BOD satisfied
Inversely proportional to BOD satisfied

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Environmental Engineering
Septic tank is a (i) Settling tank (ii) Digestion tank (iii) Aeration tank

(i) and (ii)
(i) and (iii)
Only (iii)
Only (i)

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Environmental Engineering
The process of lagooning is primarily a means of

Increasing flow of sewage through imhoff tanks
Reducing the excessive flow in sewers
Increasing the capacity of storage reservoirs
Disposing of sludge

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Environmental Engineering
The detention period and overflow rate respectively for plain sedimentation as compared to sedimentation with coagulation are generally

More and more
Less and less
More and less
Less and more

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Environmental Engineering
The rate of Alteration of pressure filters is

In between the filtration rate of slow sand filters and rapid sand filters
Less than that of slow sand filters
Greater than that of rapid sand filters
Equal to that of slow sand filters

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