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Environmental Engineering

Environmental Engineering
Period of cleaning of slow sand filters is about

10 - 12 days
2 - 3 months
24 - 48 hours
1 - 2 year

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Environmental Engineering
Most suitable section of sewer in separate sewage system is

Circular section
Rectangular section
Standard form of egg shaped sewer
Modified egg shaped section

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

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

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Environmental Engineering
Which of the following is not a water borne disease?

Cholera
Typhoid
Malaria
Dysentery

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Environmental Engineering
The suitable layout of distribution system for a city with roads of rectangular pattern is

Radial system
Grid iron system
Ring system
Dead end system

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Environmental Engineering
The rate of filtration in slow sand filters in million litres per day per hectare is about

1400 to 1500
100 to 150
500 to 600
50 to 60

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