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: 50 Time Allotted: 50 minutes Passing Score: 70% Randomization: Yes Certificate: Yes Do not refresh the page! 👍 All the best! 1 / 50 1. In an earthen dam, seepage through the foundation is controlled by providing a) impervious cut off b) none of the above c) chimney drain d) horizontal blanket 2 / 50 2. *In a concrete-lined canal, the permissible velocity of water is a) 1 m/sec b) 2 m/sec c) 3 m/sec d) 4 m/sec 3 / 50 3. *Surface float method is used to measure a) area b) velocity c) discharge d) none of the above 4 / 50 4. *When a canal is carried over a natural drainage, the structure provided is known as a) siphon b) aqueduct c) super passage d) syphon aqueduct 5 / 50 5. 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 6 / 50 6. In a reservoir, which type of storage is normally used? a) useful storage b) surcharge storage c) bank storage d) dead storage 7 / 50 7. Boulder lining is useful where a) the groundwater level is above the bed of the canal b) prevention of erosion is required c) both (a) and (b) above d) none of the above 8 / 50 8. 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 9 / 50 9. In rice, the depth of the root zone is generally, a) 30 cm b) 60 cm c) 90 cm d) 120 cm 10 / 50 10. Pitot tube is used to measure a) area b) velocity c) discharge d) none of the above 11 / 50 11. The disadvantage of water logging of fields is a) plant diseases b) growth of water weeds c) rise of salt in the surface layer d) all of the above 12 / 50 12. As per Lacey's theory, the silt factor is a) directly proportional to average particle size b) directly proportional to the square root of the average particle size c) inversely proportional to average particle size d) not related to the average particle size 13 / 50 13. *After entering the canal, sediments are removed by the a) silt ejector b) silt excluder c) silt regulator d) none of the above 14 / 50 14. The fall using a parabolic glacis for energy dissipation is a) vertical drop fall b) glacis fall c) inglis fall d) montague fall 15 / 50 15. Which of the following is not a Rabi crop? a) potato b) groundnut c) wheat d) sugarcane 16 / 50 16. The floor of an aqueduct is subjected to uplift pressure due to a) seepage of water from the canal to the drainage b) subsoil water table in the drainage bed c) both (a) and (b) above d) none of the above 17 / 50 17. Roughness of the bed and sides of a channel can be reduced by a) removing sandbars b) removing fallen trees and other snags c) preventing cropping on the river bed near banks d) all of the above 18 / 50 18. *The maximum discharge through a circular channel takes place when the depth of flow is equal to a) 0.95 times the diameter b) 0.8 times the diameter c) 0.6 times the diameter d) 0.5 times the diameter 19 / 50 19. Waterlogging may result from a) over-irrigation b) inadequate drainage c) seepage from adjoining reservoirs, etc. d) all of the above 20 / 50 20. *Groynes are provided a) traverse to the river b) longitudinal to the river c) parallel to the river d) none of the above 21 / 50 21. *When the canal runs below the drain, the cross drainage work provided is called a) aqueduct b) super passage c) level crossing d) syphon 22 / 50 22. The types of irrigation applicable if there is a scarcity of water with high pressure a) drip irrigation b) trickle irrigation c) both (a) and (b) above d) sprinkler irrigation 23 / 50 23. *The discharge in an open channel is inversely proportional to a) roughness of the section b) sectional area c) slope of the channel d) hydraulic radius 24 / 50 24. The necessity of irrigation is required due to a) less rainfall b) non-uniform rainfall c) commercial crops d) all of the above 25 / 50 25. Cross walls provided across the stream, built under the floor of a hydraulic structure at the upstream and downstream ends of the pavement to avoid scour and protect floors, abutments etc., and which is carried up to another, is called a) back walls b) curtain wall c) flarred wall d) parapet wall 26 / 50 26. The thickness of concrete lining, for discharge up to 200 cumecs, varies from a) 5 to 10 cm b) 10 to 15 cm c) 15 to 20 cm d) 20 to 30 cm 27 / 50 27. For the upstream face of an earthen dam, the most adverse condition for the stability of slope is a) steady seepage b) sudden draw down c) sloughing of slope d) none of the above 28 / 50 28. The water face of the guide banks is protected by a) one layer stone pitching b) two-layer stone pitching c) three-layer stone pitching d) four-layer stone pitching 29 / 50 29. Silt is a a) fertilizing agent b) non-fertilizing agent c) type of crop d) type of rock 30 / 50 30. 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 31 / 50 31. Canals taking off from a river with or without a head regulator are called a) feeder canal b) inundation canal c) ditch canal d) contour canal 32 / 50 32. *Surface float method is used for the velocity measurement while the current meter is used for the measurement of a) discharge b) velocity c) depth d) amount of silt 33 / 50 33. *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 34 / 50 34. *Fall is provided in the canal of a) ridge b) valley c) contour d) inundation 35 / 50 35. The canal head regulator is provided at the head of the offtaking canal to a) regulate the supply of water in the canal b) control the entry of silt into the canal c) prevent the river floods entering into the canal d) all of the above 36 / 50 36. The methods used for drilling a tube well in compacted rock materials is a) wash boring b) percussion method c) hydraulic rotary d) all of the above 37 / 50 37. The types of reservoirs in which water control devices are not provided are known as: a) retarding reservoir b) detention reservoir c) both (a) and (b) d) none of the above 38 / 50 38. An excavation in the base of a dam or other structures filled with relatively impervious material to reduce percolation is called a) cut-off trench b) key trench c) both (a) and (b) of above d) none of the above 39 / 50 39. *A silt regulator located at the head of a channel is called a) silt ejector b) silt excluder c) silt sweeper d) silt washer 40 / 50 40. 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 41 / 50 41. A canal used to drain off water from waterlogged areas is a) ditch canal b) drain canal c) perennial canal d) none of the above 42 / 50 42. The flow-mass curve is a graphical representation of a) cumulative discharge and time b) cumulative discharge volume and time in chronological order c) discharge and time d) none of the above 43 / 50 43. In a gravity dam, the total force due to wave pressure acts at a height of (Where hw is the height of wave) a) 0.375 hw above the still water level b) 0.5 hw above the still water level c) 0.66 hw above the still water level d) 0.92 hw above the still water level 44 / 50 44. The discharge coefficient of an ogee spillway is: a) 1.2 b) 1.8 c) 2.02 d) 3.7 45 / 50 45. *Rugosity coefficient for a silt clay a) 0.0225 b) 0.025 c) 0.0275 d) 0.03 46 / 50 46. When the discharge of a well decreases by the design amount, then this type of well is called a) damage well b) rough well c) less capacity well d) sick well 47 / 50 47. 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 48 / 50 48. The angle between the head regulator and the water, for smooth entry of water into a canal, is generally kept at a) 60° b) 90° c) 100° d) 110° 49 / 50 49. For any crop, the base period is measured in a) days b) weeks c) months d) years 50 / 50 50. The overflow portion of dam, over which surplus discharge flows from the reservoir to the downstream is known as: a) spillway b) dam c) groyne d) channel Please provide accurate information so we can send your Achievement Certificate by mail. NameEmailPhone Number Your score is Share your achievement! LinkedIn Facebook Twitter 0% Restart Test Please provide your feedback. Thank you for your valuable feedback. Send feedback Buy Irrigation Engineering MCQ PDF for Offline Study