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Scene 1 (0s)

As per IS:1172-1993, water required per head per day for average domestic purpose, is.

Scene 2 (13s)

As per IS:1172-1993, water required per head per day for average domestic purpose, is.

Scene 3 (21s)

The total water requirement of a city is generally assessed on the basis of.

Scene 4 (36s)

The total water requirement of a city is generally assessed on the basis of.

Scene 5 (42s)

The total domestic consumption in a city water supply, is assumed.

Scene 6 (54s)

The total domestic consumption in a city water supply, is assumed.

Scene 7 (1m 2s)

The average consumption of water required in factories in lpcd is.

Scene 8 (1m 13s)

The average consumption of water required in factories in lpcd is.

Scene 9 (1m 20s)

In city water demand including which of the following.

Scene 10 (1m 27s)

In city water demand including which of the following.

Scene 11 (1m 35s)

Practices which causes reduction in the per capita water consumption.

Scene 12 (1m 44s)

Practices which causes reduction in the per capita water consumption.

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The accurate method for predicting population for a sound and rapidly increasing city.

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The accurate method for predicting population for a sound and rapidly increasing city.

Scene 15 (2m 12s)

If the average daily consumption of a city is 100000 m3, the peak hourly demand will be.

Scene 16 (2m 23s)

If the average daily consumption of a city is 100000 m3, the peak hourly demand will be.

Scene 17 (2m 31s)

Population forecacasting method best suited when the growth rate is having decreasing trend and the city heading towards saturation.

Scene 18 (2m 44s)

Population forecacasting method best suited when the growth rate is having decreasing trend and the city heading towards saturation.

Scene 19 (2m 50s)

The design life of a water supply system is generally taken as.

Scene 20 (3m 7s)

The design life of a water supply system is generally taken as.