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. *The major resisting force in a gravity dam is a) uplift pressure b) water pressure c) self-weight d) wave pressure 2 / 50 2. Siltation of a reservoir can be reduced by a) land management b) providing sluice gates at different levels c) providing gully plugging check dams and contour bunds in the catchment area d) all of the above 3 / 50 3. The discharge capacity of the undersluice is a) twice the maximum discharge of the off-taking canal b) 20% of maximum flood discharge c) maximum winter discharge d) greatest of all of the above 4 / 50 4. Silt excluders are constructed on the a) river bed down stream of the head regulator b) river bed up stream of the head regulator c) canal bed up stream of the head regulator d) canal bed down stream of the head regulator 5 / 50 5. The most suitable section of a lined canal is a) triangular section with a circular bottom for small canals b) trapezoidal section with rounded corners for large canals c) both (a) and (b) above d) none of the above 6 / 50 6. A canal, constructed by the side of and generally parallel to the parent canal with a different bed slope is called a) parallel canal b) ditch canal c) drain canal d) side canal 7 / 50 7. The useful storage is the volume of water stored in the reservoir between: a) minimum pool level and maximum pool level b) minimum pool level and normal pool level c) normal pool level and maximum pool level d) none of the above 8 / 50 8. *Due to topography, if the space is not available, the most suitable spillway is a) ogee spillway b) chute spillway c) shaft spillway d) straight drop spillway 9 / 50 9. A straight glacis type fall with a baffle platform and a baffle wall is called a) montague fall b) sarda type fall c) glacis fall d) inglis fall 10 / 50 10. The water stored in the reservoir below the minimum pool level is called a) useful storage b) dead storage c) valley storage d) none of the above 11 / 50 11. A multipurpose reservoir is a) planned and constructed to serve various purposes b) designed for one purpose but serves more purposes c) both (a) and (b) d) none of the above 12 / 50 12. As the coefficient of friction increases, the velocity of water in a canal a) increases b) decreases c) remains constant d) none of the above 13 / 50 13. As the salinity of water increases, electrical conductivity a) remains the same b) none of the above c) increases d) decreases 14 / 50 14. The upstream face of an earthen dam is a) a flow line b) a phreatic line c) a cubic parabola d) none of the above 15 / 50 15. Darcy's formula is given by a) the rate of flow is proportional to the hydraulic gradient b) the rate of flow is proportional to the exit gradient c) the rate of discharge is proportional to the hydraulic gradient d) the rate of discharge is proportional to the exit gradient 16 / 50 16. A canal normally used for the diversion of floodwaters of a river is a) feeder canal b) inundation canal c) ridge canal d) contour canal 17 / 50 17. Waterlogging may result from a) over-irrigation b) inadequate drainage c) seepage from adjoining reservoirs, etc. d) all of the above 18 / 50 18. *The difference in level between the top of a bank and full supply level in a canal is known as a) berm b) freeboard c) height of the bank d) none of the above 19 / 50 19. *The crops require maximum water during a) first watering when the crop has grown a few centimeters b) first watering before sowing the crops c) last watering before harvesting d) all of the above 20 / 50 20. *The phenomenon of salts coming up in solution and forming a layer of crust on the surface after the evaporation of water is known as a) reclamation b) leaching c) efflorescence d) salinity 21 / 50 21. A rectangular channel is said to be wide if a) width is five times the depth of flow b) width is five times the depth of flow c) width is more than ten times the depth of the flow d) none of the above 22 / 50 22. 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 23 / 50 23. 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 24 / 50 24. For economical design of a gravity dam, the shear friction factor should be a) 0.65 b) 1 c) between 1 and 2 d) none of the above 25 / 50 25. A wall built along the bank of a river, parallel to the direction of flow for directing fast flow from a sluice or spillway, to prevent eroding banks of a river or canal, is called a) toe wall b) training wall c) wing wall d) divide wall 26 / 50 26. *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 27 / 50 27. 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 28 / 50 28. A groyne with a curved head is known as a) Burma groyne b) Dehny groyne c) Hockey groyne d) Meandering groyne 29 / 50 29. *For no tension to develop at the base of a gravity dam, the maximum permissible eccentricity is a) B/6 b) B/3 c) B/2 d) all of the above 30 / 50 30. *Surface float method is used to measure a) area b) velocity c) discharge d) none of the above 31 / 50 31. *Rugosity coefficient for a silt clay a) 0.0225 b) 0.025 c) 0.0275 d) 0.03 32 / 50 32. The crest level of an emergency spillway is kept as a) the same level as the main spillway b) slightly below the crest level of the main spillway c) at the full reservoir level d) slightly above the crest level of the main spillway 33 / 50 33. The sudden and turbulent passage of water from a low level critical depth to high level above critical depth, during which the velocity passes from supercritical to subcritical, is known as a) jump b) hydraulic jump c) sudden fall d) all of the above 34 / 50 34. 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° 35 / 50 35. According to Lacey's regime theory, a channel is said to be in its regime when it satisfies the condition a) discharge is constant b) silt grade and silt charge are constant c) the channel is flowing in incoherent unlimited alluvial soil of the same nature as that transported d) all of the above 36 / 50 36. The numerical value of the base period is a) less than the crop period b) more than the crop period c) equal to the crop period d) all of the above 37 / 50 37. The ratio of the total volume of water delivered to a crop to the area on which it has been spread is called a) duty b) delta c) critical depth d) none of the above 38 / 50 38. *The hydraulic jump is known as a) standing wave b) positive surge c) negative wave d) none of the above 39 / 50 39. *The structure provided where natural drainage and canal meet at the same level is a) aqueduct b) siphon c) super passage d) level crossing 40 / 50 40. 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 41 / 50 41. *Marginal bund/leeve is an earthen dam constructed roughly a) parallel to the river b) perpendicular to the river c) acute angle with the river d) obtuse angle with the river 42 / 50 42. *Drop structures in the canal are provided for a) providing a bridge b) energy dissipation c) maintaining ground slope d) creating high velocity 43 / 50 43. With respect to inlet and outlet, which one is correct? a) When cross drainage flow is small, an inlet is constructed b) When canal flow is small, an outlet is constructed c) The number of outlets may be equal to the number of inlets d) All of the above 44 / 50 44. The type of fall suitable for any discharge is a) vertical type b) straight glacis fall with baffle wall c) straight glacis fall without a baffle wall d) all of the above 45 / 50 45. Whenever an embankment has to be built on unreliable soil, provision is made for a) sand core b) percolation c) clay puddle d) all of the above 46 / 50 46. The degree of sinuosity is the ratio between a) meander length and meander width b) meander width and river bed width c) curved length and straight air length d) none of the above 47 / 50 47. If the demand line drawn from a ridge in a flow-mass curve does not intersect the curve again, it shows a) demand cannot be met by inflow b) reservoir was not full at the beginning c) both (a) and (b) d) none of the above 48 / 50 48. The kharif crop is sown a) at the end of summer b) at the end of the north-east monsoon c) at the beginning of the south-west monsoon d) in mid-summer 49 / 50 49. *In irrigation canals, the reasons for water losses are a) absorption b) evaporation c) percolation d) all of the above 50 / 50 50. *Water-holding capacity of clay is a) highest among all soils b) minimum among all soils c) same as silt and fine sand d) zero 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