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Water Supply Engineering Mock test – 4 || Civil Engineering Mock tests

Welcome to your Water supply Engineering Mock test - 4
Take an exciting test in Water supply Engineering
You have only 20 mins to complete the test (25 Questions)
Wish you all the best!!!

Pick up the wrong nominal internal diameter of cast iron (spun) pipes in mm from the following:

1 out of 25

Water losses in water supply, is assumed as

2 out of 25

Chemical coagulation of drinking water, is done

3 out of 25

The requirement of water per capita per day, is

4 out of 25

Service connections to consumers houses, are generally provided with

5 out of 25

Dead storage of a reservoir of Q capacity generally provided for silt deposition during its life time,  is generally kept

6 out of 25

Pick up the incorrect statement from the following:

7 out of 25

In the equation P = PS/[1 + loge-1 (nt)] of a logistic curve of population growth, the constant m is

8 out of 25

The lowest outlet sluice in a dam is provided

9 out of 25

The strainer type tube well, is unsuitable for

10 out of 25

The permissible pH value for public water supplies may range between

11 out of 25

If the average daily demand of a city of 50,000 population, is 20 m.l.d., the maximum daily  demand is

12 out of 25

High pH value of water does not produce

13 out of 25

The pH value of water fit for drinking, is

14 out of 25

Pressure exerted at 90° bend in a pipe of cross-sectional area A and carrying water with a velocity V under a pressure p, is

15 out of 25

Standard process of chlorination of water, is done by

16 out of 25

The coefficient of permeability of soils, is generally expressed in

17 out of 25

The nitrate concentration in domestic water supplies, is generally limited to

18 out of 25

Alum is chemically

19 out of 25

The maximum permitted loss of head in a rapid sand filter, is

20 out of 25

Demand for public uses in a city, does not include water required for

21 out of 25

45 litres of water per person per day, is provided in

22 out of 25

Carbonates in water produce

23 out of 25

The ratio of maximum hourly consumption and average hourly consumption of the maximum day, is

24 out of 25

The ratio of discharge and plan area of a continuous flow type settling tank, is known

25 out of 25

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