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Waste Water Engineering

Waste Water Engineering
In SI units the power of sound is represented in

Kgs
Newtons
Watts
Joules

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Waste Water Engineering
The ratio of design discharge to the surface area of a sedimentation tank is called

Overflow velocity
All of these
Overflow rate
Surface loading

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Waste Water Engineering
In sewers the velocity of flow should not be

More than the self-cleansing velocity
Less than 10 m/sec
Less than the self-cleansing velocity
More than 20 m/sec

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Waste Water Engineering
In areas where rainy season is limited to a few months, the type of sewerage system recommended is

None of these
Separate system
Partially separate system
Combined system

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Waste Water Engineering
For non-scouring velocity 5 m/sec, the type of sewers generally preferred to, is

Stone ware sewers
Cast iron sewers
Glazed bricks sewers
Cement concrete sewers

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

5
7
6.5
6

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