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SSC JE Civil Engineering Preliminary Exam in January 2018 | Practice test Day – 51



Welcome to your SSC JE Civil Engineering 2018 Objective Exam Practice test Day - 51
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. A divide wall is provided
2. Select the correct statement.
3. A land is known as waterlogged
4. AS per lamy's Theory, the silt factor is
5. The most suitable chemical which can be applied to the water surface for reducing evaporation is
6. Select the incorrect statement.
7. If the critical shear stress of a channel is XC, then the average value of shear stress required to move the grain on the bank is
8. Main purpose of mean water training for rivers is
9. Which of the following is a flexible outlet?
10. The time required by rain water to reach the outlet of drainage basin, is generally called 
11. Generally the weir is aligned at right angles to the direction of the main river current because
12. The drainage water intercepting the canal can be disposed of by passing the canal below the drainage in
13. Pick up the correct statement from the following:
14. Isohyets are the imaginary lines joining the points of equal
15. The flow of water after spilling over the weir crest in chute spillway and side channel spillway respectively are
16. The meander pattern of a river is developed by

 
17. The rate of rainfall for successive 10 minute periods of a 60 minute duration storm, are shown in the below figure. If the value of index is 3 cm/hour, the runoff will be
18. Pick up the correct statement from the following:
19. Hydrodynamic pressure due to earthquake acts at a height of
20. River training for depth is achieved by
21. The flow-mass curve is graphical representation of
22. In India, which of the following is adopted as standard recording rain-gauge?
23. A straight glacis type fall with a baffle platform and a baffle wall is called
24. The shape of recession limb of a hydrograph depends upon
25. The ratio of the average load to the installed capacity of the plant whose reserve capacity is zero will be equal to






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