Home» Online Test » Civil Engineering » Irrigation Engineering Online Test » Paper 1 » Paper 2 » Paper 3 0% Sorry, time's up. To complete the online test, please restart it. Created by Vikash chaudhary This is a FREE online test. Beware of scammers who ask for money to attend this test. Get fresh, new questions in each attempt. Total Questions: 30 Time Allotted: 30 minutes Passing Score: 50% Randomization: Yes Certificate: No Do not refresh the page! 👍 All the best! 1 / 30 1. A fall in a canal bed is generally provided if a) the ground slope exceeds the designed bed slope b) the designed bed slope exceeds the ground slope c) the ground slope is practically the same as the designed bed slope d) none of the above 2 / 30 2. Hydrodynamic pressure due to an earthquake acts at a height of a) 3H / 4π above the base b) 4H / 3π above the base c) 4H / 3π below the water surface d) 3H / 4π below the water surface 3 / 30 3. *When the water table is within the root zone depth and is detrimental to plant life, the land is said to be a) over nourished b) super-saturated c) waterlogged d) undernourished 4 / 30 4. The area under which inferior crops can be grown without irrigation is a) arid zone b) semi-arid zone c) fertile zone d) desert 5 / 30 5. SHAFT spillway is the same as a) conduit spillway b) tunnel spillway c) morning glory spillway d) trough spillway 6 / 30 6. The method of irrigation, in which land surrounded by natural or artificial banks is flooded, is known as a) broad irrigation b) natural irrigation c) basin irrigation d) none of the above 7 / 30 7. A cross regulator is provided on the main canal at the a) downstream of the offtake b) upstream of the offtake c) both (a) and (b) of the above d) none of the above 8 / 30 8. The necessity of irrigation is required due to a) less rainfall b) non-uniform rainfall c) commercial crops d) all of the above 9 / 30 9. *The discharge through a channel is maximum when a) d = b/3 b) m = d/2 c) d = b d) b = 1.5d 10 / 30 10. The bed of a canal is lowered in the case of a) level crossing b) canal siphon c) siphon aqueduct d) none of the above 11 / 30 11. Vertical drop fall is satisfactory for a drop up to a) 0.5 m b) 1.0 m c) 1.5 m d) 2.0 m 12 / 30 12. A fall, which maintains its depth, is a) a low weir fall b) a trapezoidal notch fall c) a rectangular notch fall d) all of the above 13 / 30 13. The fall using a parabolic glacis for energy dissipation is a) vertical drop fall b) glacis fall c) inglis fall d) montague fall 14 / 30 14. In a gravity dam, tailwater causes a) decrease in principal stress b) decrease in shear stress c) increase in both principal and shear stress d) both (a) and (b) of above 15 / 30 15. A counterbalance is a) a horizontal benching provided on the outer slope b) a vertical benching provided on the outer edge of the bank c) a horizontal benching provided on the inside slope d) a vertical benching provided on the inner edge of the bank 16 / 30 16. According to Kennedy's theory, the silt supporting eddies are generated due to a) roughness of the bed b) roughness of the sides c) both (a) and (b) above d) none of the above 17 / 30 17. The width of a "Dowels" is generally kept between 32 to 60 cm, and the height above the road level should be more than a) 10 cm b) 20 cm c) 30 cm d) 40 cm 18 / 30 18. A minimum of 90 cm freeboard is provided if the discharge in the canal is a) between 10 and 30 cumecs b) between 30 and 60 cumecs c) over 60 cumecs d) over 100 cumecs 19 / 30 19. *In a stone masonry-lined canal, the permissible velocity of water is a) 1 m/sec b) 2 m/sec c) 3 m/sec d) 4 m/sec 20 / 30 20. According to Khosla's theory, the exit gradient a) depends on d/b ratio b) depends on b/d ratio c) cannot exceed unity d) can be zero 21 / 30 21. Salt present in water, harmful for cultivation purposes, is a) sodium carbonate b) potassium sulfate c) calcium sulfate d) none of the above 22 / 30 22. Tail race a) is a channel conducting water away from a water wheel b) has a gradient steeper than that of the canal c) is the channel between the silt extractor and the river through which the escape water is discharged d) all of the above 23 / 30 23. *The maximum velocity in a circular channel of diameter D occurs when the depth of flow is a) 3.50 D b) 0.73 D c) 0.81 D d) 0.90 D 24 / 30 24. Gibb's module is a type of a) non-modular outlet b) semi-modular outlet c) rigid-modular outlet d) open flume outlet 25 / 30 25. *In a barrage, the crest level is kept a) low with large gates b) high with large gates c) high with small gates d) low with small gates 26 / 30 26. The relation between duty (D) in hectares/cumec depth of water in meters and base period (B) in days is given by a) Δ = 8.64 B / D b) Δ = 8.64 D / B c) Δ = 8.64 B d) none of the above 27 / 30 27. The uplift pressure on the face of a drainage gallery in a dam is equal to a) hydrostatic pressure at toe b) hydrostatic pressure at heel c) two-thirds of hydrostatic pressure at toe plus one-third of hydrostatic pressure at heel d) none of the above 28 / 30 28. Retrogression of the bed level of a river downstream a weir or barrage occurs due to a) heavy impact of water b) less percentage of silt c) increase of the bed level d) soft soil strata 29 / 30 29. River on alluvial plains is usually a) aggrading type b) degrading type c) meandering type d) stable type 30 / 30 30. The most suitable location of a canal headwork is a) boulders stage of the river b) delta stage of the river c) rock stage of the river d) trough stage of the river Please provide accurate information so we can send your Achievement Certificate by mail. NameEmailPhone Number Your score isShare your achievement! LinkedIn Facebook 0% Restart Test Please provide your feedback. Thank you for your valuable feedback. Send feedback Buy Irrigation Engineering MCQ PDF for Offline Study