Q.1.
In pressure supply mains, water hammer pressure is reduced by providing
Q.2.
In centrifugal pump installation,
Q.3.
Pick up the correct statement from the following:
Q.4.
Surge tanks are used
Q.5.
According to IS : 1172-1963, a minimum of 135 litres of water capita per day, is required for
Q.6.
If four fires break out in a city of population 40 lakhs and if each hydrant has three streams and duration of each fire is four hours, the total quantity of water required, is
Q.7.

The least thickness of class B cast iron (spun) pipe, is

Q.8.

Most commonly used pump for lifting water in water supply mains, is

Q.9.

According to IS : 1172-a minimum oflitres of water capita per day, is required for

Q.10.

Economic height of a dam is the height corresponding to which

Q.11.

The R.L. of ground water table on the sides of a valley ism whereas R.L. of the stream water ism. Ifslope consists of pervious soil between R.L.m tom, the gravity spring may be expected at the point of reduced level

Q.12.

Distribution mains of any water supply, is normally designed for its average daily requirement

Q.13.

Water supply system includes

Q.14.

The factor affecting per capita demand, is

Q.15.

If pH value of water is

Q.16.

Corrosion of a pipe

Q.17.

Pick up the incorrect statement from the following. The underground sources of water, is from

Q.18.

In pressure supply mains, water hammer pressure is reduced by providing

Q.19.

Pick up the correct statement from the following :

Q.20.

Pick up the correct statement from the following :

Q.21.

Pick up the correct statement from the following :

Q.22.

Disinfection of drinking water, is done to remove

Q.23.

Sunlight

Q.24.

Manholes along the mains from the source to a city are provided atm intervals in

Q.25.

Asbestos pipes are

Q.26.

The expected discharge to be obtained from an open well sunk in coarse sand is 0.cumec. If the working depression head of the well is 3 m, the minimum diameter of the well, is

Q.27.

The population growth curve is

Q.28.

The maximum depth of sedimentation tanks is limited to

Q.29.

Average annual rainfall at any station is the average of annual rainfall over a period of

Q.30.

The transitional middle portion of a logistic curve follows