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Environmental Engineering

Environmental Engineering
The effect of increasing diameter of sewer on the self cleansing velocity is

Nil
To increase it
To decrease it
Fluctuating

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Environmental Engineering
The self cleansing velocity for all sewers in India is usually

3.0 m/sec to 3.5 m/sec
1.5 m/sec to 2.0 m/sec
Less than 1.0 m/sec
1.0 m/sec to 1.2 m/sec

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Environmental Engineering
The process in which the chlorination is done beyond the break point is known as

Break point chlorination
Super chlorination
Post chlorination
Pre-chlorination

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Environmental Engineering
The amount of coagulant needed for coagulation of water increases with (i) Increase in turbidity of water (ii) Decrease in turbidity of water (iii) Increase in temperature of water (iv) Decrease in temperature of water The correct answer is

(i) and (ii)
(ii) and (iii)
(i)and(iv)
(ii) and (iv)

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Environmental Engineering
Orthotolidine test is used for determination of

Residual chlorine
Biochemical oxygen demand
Dissolved oxygen
Dose of coagulant

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Environmental Engineering
Which of the following unit works in anaerobic conditions?

Sedimentation tank
Trickling filters
Activated sludge treatment
Sludge digestion tank

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