Hydrology/WRE Mock test - 1 || Civil Engineering Mock tests - CIVIL ENGINEERING OBJECTIVE

Hydrology/WRE Mock test – 1 || Civil Engineering Mock tests

Welcome to your Hydrology & Water resource engineering Mock test - 1
Take an exciting test in Hydrology & Water Resource engineering 
You have only 20 mins to complete the test (25 Questions)
Wish you all the best!!!
1. Hydrodynamic pressure due to earthquake acts at a height of
2. Main purpose of mean water training for rivers is
3. Pick up the correct statement from the following:
4. The most suitable chemical which can be applied to the water surface for reducing evaporation is
5. River training for depth is achieved by
6. Generally the weir is aligned at right angles to the direction of the main river current because
7. In India, which of the following is adopted as standard recording rain-gauge?
8. 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
9. AS per lamy's Theory, the silt factor is
10. A land is known as waterlogged
11. A straight glacis type fall with a baffle platform and a baffle wall is called
12. 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
13. Which of the following is a flexible outlet?
14. Isohyets are the imaginary lines joining the points of equal
15. The drainage water intercepting the canal can be disposed of by passing the canal below the drainage in
16. The flow of water after spilling over the weir crest in chute spillway and side channel spillway respectively are
17. Pick up the correct statement from the following:
18. The flow-mass curve is graphical representation of
19. Select the correct statement.
20. The meander pattern of a river is developed by

21. The time required by rain water to reach the outlet of drainage basin, is generally called 
22. Select the incorrect statement.
23. The ratio of the average load to the installed capacity of the plant whose reserve capacity is zero will be equal to
24. The shape of recession limb of a hydrograph depends upon
25. A divide wall is provided

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