Q.1.

The pH value of water fit for drinking, is

Q.2.

Bacterias which can survive with or without free oxygen, are known

Q.3.

To remove very fine suspended particles from water, the method adopted is

Q.4.

The average domestic consumption under normal conditions in an Indian city per day per person, is

Q.5.

Pick up the incorrect statement from the following :

Q.6.

Open channels supported over tres-les, are generally known as

Q.7.

For 3.x 10-2 cumecs discharging from a well, a pump is installed to lift water against a total head ofm. The minimum required horse power, is

Q.8.

Perched acquifers generally occur

Q.9.

Pick up the correct statement from the following :

Q.10.

The level of underground water is called

Q.11.

At break point of chlorination,

Q.12.

Plain chlorination is used for water

Q.13.

Pick up the incorrect statement from the following :

Q.14.

From the surface of reservoir, evaporation may be minimised by sprinkling

Q.15.

Run off is the quantity of water which flows

Q.16.

The pH value of water fit for drinking, is

Q.17.

The percentage of chlorine in fresh bleaching powder is roughly

Q.18.

For least effect on the water table, the tube wells must be dug one in every

Q.19.

S1 and S2 are the draw downs in an observation well at times t1 and t2 after pumping. For discharge Q and coefficient of transmissibility T, the relationship, is

Q.20.

Silt storage is the same as

Q.21.

While designing a water supply of an industrial township, industrial and commercial water demand of total supply, is assumed

Q.22.

Per capita demand of water is calculated in litres

Q.23.

The difference in the reservoir level and the lowest point of the water mains ism. The expected pressure due to water hammer is 7.5 kg/cm2 in a pressure conduit of diameter 1 m. Assuming the efficiency of the riveted joints of the pipe as 0.6 and minimum cover 3 mm for corrosion, the thickness of the pipe materials, is

Q.24.

The head against which the motor works for lifting water, is

Q.25.

Underground water is obtained from

Q.26.

m and n are monsoon duration factor and catchment factor respectively. If P is yearly rainfall in cm, runoff can be calculated by

Q.27.

Gravity conduits are generally in the form of

Q.28.

The head against which the motor works for lifting water, is

Q.29.

Higher yield may be expected from

Q.30.

In plain sedimentation tanks under normal conditions, impurities are removed upto