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SSC JE Civil Engineering Preliminary Exam in January 2018 | Practice test Day – 41



Welcome to your SSC JE Civil Engineering 2018 Objective Exam Practice test Day - 41
Take an exciting test in SSC JE Civil Preliminary Exam in January 2018. 
You have only 20 mins to complete the test (25 Questions)
Wish you all the best!!!
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1. 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
2. Pick up the wrong nominal internal diameter of cast iron (spun) pipes in mm from the following:
3. The nitrate concentration in domestic water supplies, is generally limited to
4. The strainer type tube well, is unsuitable for
5. Demand for public uses in a city, does not include water required for
6. The lowest outlet sluice in a dam is provided
7. High pH value of water does not produce
8. 45 litres of water per person per day, is provided in
9. The pH value of water fit for drinking, is
10. The ratio of discharge and plan area of a continuous flow type settling tank, is known
11. The permissible pH value for public water supplies may range between
12. Chemical coagulation of drinking water, is done
13. The maximum permitted loss of head in a rapid sand filter, is
14. Dead storage of a reservoir of Q capacity generally provided for silt deposition during its life time,  is generally kept
15. The requirement of water per capita per day, is
16. Pick up the incorrect statement from the following:
17. The coefficient of permeability of soils, is generally expressed in
18. If the average daily demand of a city of 50,000 population, is 20 m.l.d., the maximum daily  demand is
19. The ratio of maximum hourly consumption and average hourly consumption of the maximum day, is
20. Water losses in water supply, is assumed as
21. Service connections to consumers houses, are generally provided with
22. Carbonates in water produce
23. Alum is chemically
24. Standard process of chlorination of water, is done by
25. In the equation P = PS/[1 + loge-1 (nt)] of a logistic curve of population growth, the constant m is






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