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Waste Water Engineering

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

Joules
Newtons
Kgs
Watts

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Waste Water Engineering
Cement concrete sewers are only suitable if non-scouring velocity is between

2.5 to 3.0 m/sec
3.0 to 4.0 m/sec
4.5 to 5.5 m/sec
3.5 to 4.5 m/sec

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Waste Water Engineering
If the diameter of a sewer is 100 mm, the gradient required for generating self cleansing velocity is

1 in 120
1 in 60
None of these
1 in 100

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Waste Water Engineering
To test chemical oxygen demand (C.O.D.) of sewage, organic matter is oxidised by potassium dichromate in the presence of

Nitric acid
Hydrochloric acid
Citric acid
Sulphuric acid

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Waste Water Engineering
Design period of 40 to 50 years is adopted for

Main sewers
Trunk sewers
All listed here
Branch sewers

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Waste Water Engineering
The sewer which received discharge from two or more main sewers, is known as

An outfall sewer
A main sewer
An intercepting sewer
A trunk sewer

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