Water Supply Engineering Mock test - 4 || Civil Engineering Mock tests - CIVIL ENGINEERING OBJECTIVE

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!!!
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1. 45 litres of water per person per day, is provided in
2. In the equation P = PS/[1 + loge-1 (nt)] of a logistic curve of population growth, the constant m is
3. Chemical coagulation of drinking water, is done
4. The coefficient of permeability of soils, is generally expressed in
5. The nitrate concentration in domestic water supplies, is generally limited to
6. The strainer type tube well, is unsuitable for
7. 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
8. If the average daily demand of a city of 50,000 population, is 20 m.l.d., the maximum daily  demand is
9. Carbonates in water produce
10. The lowest outlet sluice in a dam is provided
11. Alum is chemically
12. Demand for public uses in a city, does not include water required for
13. Service connections to consumers houses, are generally provided with
14. Standard process of chlorination of water, is done by
15. Pick up the wrong nominal internal diameter of cast iron (spun) pipes in mm from the following:
16. The requirement of water per capita per day, is
17. The maximum permitted loss of head in a rapid sand filter, is
18. Dead storage of a reservoir of Q capacity generally provided for silt deposition during its life time,  is generally kept
19. The permissible pH value for public water supplies may range between
20. The ratio of discharge and plan area of a continuous flow type settling tank, is known
21. The pH value of water fit for drinking, is
22. High pH value of water does not produce
23. Pick up the incorrect statement from the following:
24. The ratio of maximum hourly consumption and average hourly consumption of the maximum day, is
25. Water losses in water supply, is assumed as