Civil Engineering – Irrigation Engineering Mock test – 1

Welcome to your Irrigation Engineering Mock test - 1

Take an exciting test in Irrigation Engineering.

You have only 20 Mins to complete the test 32 Questions in this Mock test

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1. The ratio of the discharge over a trapezoidal crest to a rectangular crest of Sarda falls of identical parameters, is
2. The ratio of the head recovered to the head put in, is known as
3. The field capacity of a soil depends upon
4. The uplift pressure on the roof of an inverted syphon, is maximum when
5. In a concrete canal the approximate permissible velocity of water should not exceed
6. Pick up the correct sequence of the part of a canal system from the following
7. To hold hydraulic jumps, baffle walls are provided in
8. For diversion of flood water of rivers, the type of canal constructed, is
9. Lane's weighted creep theory assumes
10. An outlet is said to be proportional if its flexibility, 
11. In a syphon aqueduct
12. The ratio of the rate of change of discharge of an outlet to the rate of change in level of water surface in a distributary at its normal depth, is known as
13. Effective precipitation for a crop may be defined as
14. Lacey's equation for calculating flood discharge in rivers, is
15. A counter berm is
16. According to Lacey, depth of scour in a river depends upon the straightness of the reach. If D is the depth of scour in regime flow in a right angled bend, it is
17. For standing crops in undulating sandy fields, the best method of irrigation, is
18. The level of the fioor of a syphon aqueduct can be obtained
19. A current meter measures the velocity of flow, if it is held
20. Cross regulators in main canals are provided
21. The ratio of the rate of change of discharge of an outlet and parent channel, is known as
22. A land is said to be water-logged if its soil pores within
23. The water face of the guide banks, is protected by
24. If water table is comparatively high, the irrigation canal becomes useless, due to
25. The width of a dowla is generally kept between 30 to 60 cm and its height above the road level should invariably be more than
26. In rigid module, the discharge
27. If the straight sides of a triangular section of a lined canal with circular bottom of radius D, make an angle θ with horizontal, the hydraulic mean depth is
28. The most suitable section of a lined canal, is
29. If average particle size of the silt in millimetres is m, the Lacey's silt factor f is proportional to
30. Garnett's diagrams are used for graphical solution of design equations of a canal by
31. For cereal crops the most commonly adopted method of irrigation, is
32. While deciding the alignment of a proposed canal taking off from a river at B, three alignments of approximately equal lengths are available. These cross a drainages at C1, C2 and C3 where drainage bed levels C1 > C2 > C3, you will provide at site C3

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