SSC JE Civil Preliminary Exam in January 2018 | Practice test Day – 61



Welcome to your SSC JE Civil 2018 Objective Exam Practice test Day - 61
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!!!
Name
Email
1. The most suitable section of a lined canal, is
2. A current meter measures the velocity of flow, if it is held
3. For standing crops in undulating sandy fields, the best method of irrigation, is
4. The level of the fioor of a syphon aqueduct can be obtained
5. Lacey's equation for calculating flood discharge in rivers, is
6. The water face of the guide banks, is protected by
7. The ratio of the head recovered to the head put in, is known as
8. If average particle size of the silt in millimetres is m, the Lacey's silt factor f is proportional to
9. A land is said to be water-logged if its soil pores within
10. In a syphon aqueduct
11. Effective precipitation for a crop may be defined as
12. For diversion of flood water of rivers, the type of canal constructed, is
13. The ratio of the rate of change of discharge of an outlet and parent channel, is known as
14. The ratio of the discharge over a trapezoidal crest to a rectangular crest of Sarda falls of identical parameters, is
15. 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
16. In a concrete canal the approximate permissible velocity of water should not exceed
17. For cereal crops the most commonly adopted method of irrigation, is
18. If water table is comparatively high, the irrigation canal becomes useless, due to
19. The uplift pressure on the roof of an inverted syphon, is maximum when
20. The field capacity of a soil depends upon
21. An outlet is said to be proportional if its flexibility, 
22. A counter berm is
23. Pick up the correct sequence of the part of a canal system from the following
24. 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
25. 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
26. 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
27. Cross regulators in main canals are provided
28. Lane's weighted creep theory assumes
29. To hold hydraulic jumps, baffle walls are provided in
30. Garnett's diagrams are used for graphical solution of design equations of a canal by
31. In rigid module, the discharge
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



Share to all