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 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 2 / 50 2. *A facing of dry stone pitching or other material laid on a sloping face of earth to maintain the slope in position or to protect it from erosion is called a) reinforcement b) revetment c) lining d) none of the above 3 / 50 3. *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 4 / 50 4. In an ion exchange process when ions are transported from water to solid, ion-exchange media is fixed or fluidized bed, the process is termed as a) flocculation b) demineralization c) ion-exchange d) deionization 5 / 50 5. Area velocity method is used to measure. a) area b) velocity c) discharge d) none of the above 6 / 50 6. For a proportional outlet, the flexibility is a) zero b) one c) between zero and one d) more than one 7 / 50 7. The weir is generally aligned at a right angle to the direction of the main river flow because a) it gives better discharge capacity b) less length of weir is required c) it is economical d) all of the above 8 / 50 8. *The process by which unculturable soil made culturable is known as a) reclamation b) leaching c) efflorescence d) salinity 9 / 50 9. 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 10 / 50 10. *Lime concrete lining is used a) when the velocity of flow is below 2 m/sec b) in irrigation channels with capacities up to 200 cumecs c) where economy is required d) all of the above 11 / 50 11. For an earthen dam, least suited spillway is: a) ogee spillway b) chute spillway c) shaft spillway d) none of the above 12 / 50 12. Which of the following is a leguminous crop? a) rice b) potato c) groundnut d) hemp 13 / 50 13. In an earthen dam, seepage through the embankment is controlled by a) drainage gallery b) drain trenches c) relief walls d) horizontal blanket 14 / 50 14. The main advantage of lining an irrigation channel is a) a reduction in the loss of water due to seepage b) economy in the use of cultivable land which would otherwise be prone to water logging c) withstand higher velocities so causing a proportional reduction in cross-sectional area d) all of the above 15 / 50 15. *Meandering of the river increases the length of the river while cut-off a) increase in the width of the river b) decrease the length of the river c) increase the length of the river d) decrease the width of the river 16 / 50 16. *The measure to remove waterlogging of land is a) to reduce percolation from canals and watercourses b) to increase outflow from the groundwater reservoir c) both (a) and (b) d) none of the above 17 / 50 17. If the RLs of canal bed level and high flood level of drainage are 210.0 m and 212.0 m respectively, then the cross drainage work will be a) aqueduct b) super passage c) syphon aqueduct d) none of the above 18 / 50 18. The forces considered for the analysis of an elementary profile of a gravity dam under an empty reservoir condition are a) uplift pressure b) water pressure c) self-weight d) earthquake pressure 19 / 50 19. The velocity at which eddies in the flow die out is called a) critical velocity b) lower critical velocity c) higher critical velocity d) none of the above 20 / 50 20. *Available moisture may be defined as the a) moisture content at permanent wilting point b) difference in water content of the soil between field capacity and permanent wilting point c) maximum moisture-holding capacity d) all of the above 21 / 50 21. 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 22 / 50 22. If the top width is provided for the roadway, the resultant force for full reservoir condition will a) shift towards the heel b) shift towards the toe c) remain stationary d) none of the above 23 / 50 23. Lands or climate that lack sufficient water for agriculture without artificial irrigation are called a) dry zone b) arid zone c) semi-arid zone d) hybrid arid zone 24 / 50 24. *Critical depth is a) the depth corresponding to critical velocity b) the maximum permissible depth of a channel c) the depth corresponding to critical flow d) any of the above 25 / 50 25. *The meandering river is always a) maximum discharge b) average discharge c) dominant discharge d) none of the above 26 / 50 26. The ratio of the quantity of water stored in the root zone of the crops to the quantity of water actually delivered in the field is known as a) water conveyance efficiency b) water application efficiency c) water use efficiency d) any of the above 27 / 50 27. *Bed bars in a canal are provided a) to raise the supply level b) to measure the discharge c) to watch the general behavior of the canal d) to control the silting 28 / 50 28. *Which of the following is not a cross drainage work? a) aqueduct b) super passage c) level crossing d) drain crossing 29 / 50 29. *Depth of canal cross-section such that the quantity of excavation is equal to the earthwork required for banks is known as a) balancing depth b) canal depth c) water depth d) none of the above 30 / 50 30. *Drain over the irrigation canal is achieved by providing a) a siphon b) super passage c) an aqueduct d) both (a) and (b) above 31 / 50 31. The most desirable alignment of an irrigation canal is along a) a contour line b) the ridge line c) the valley line d) none of the above 32 / 50 32. 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 33 / 50 33. *The main function of the diversion headworks of a canal from a river is a) to remove silt b) to control floods c) to store water d) to raise water level 34 / 50 34. The portion of the reservoir normally not utilized is: a) dead storage b) useful storage c) bank storage d) valley storage 35 / 50 35. A protection at the downstream end of a weir or fall, consisting of blocks of concrete or masonry, is called a) scour b) baffles c) talus d) flank wall 36 / 50 36. A crop that takes more than 4 months to mature is called a) solid crop b) long crop c) hard crop d) cash crop 37 / 50 37. *Separation of flow occurs when a) the pressure intensity reaches a minimum b) the cross-section of a channel is reduced c) the boundary layer comes to rest d) the head is maximum 38 / 50 38. *The maximum failure of earthen dams occurs due to a) erosion due to the velocity of water b) slipping due to steeper slopes c) over topping due to insufficient height d) leakage due to cavities 39 / 50 39. A spoil bank is formed when a) the canal has a steep bed slope b) the volume of excavation is in excess of the embankment filling c) the canal section is too large d) the canal alignment is meandrous 40 / 50 40. *To avoid an interruption in the field of a siphon, the air vessel is provided a) at the summit b) at the inlet c) at the outlet d) none of the above 41 / 50 41. 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 42 / 50 42. 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 43 / 50 43. 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 44 / 50 44. A low gravity dam is the one in which a) the height of the water stored is less than 30 m b) the resultant just passes through the downstream middle third point c) the maximum principal stress is less than the allowable crushing strength and the upstream face is vertical d) the height of the dam is less than 5 times the top width 45 / 50 45. The overflow of a spillway in the shape of a double or s-curve, which is convex at the top and concave at the bottom, is called a) ogee spillway b) s-spillway c) oval spillway d) zig-zag spillway 46 / 50 46. 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 47 / 50 47. A contour canal a) irrigates only on one side b) is most suitable in hilly areas c) is generally aligned parallel to the contour of the area d) all of the above 48 / 50 48. *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 49 / 50 49. *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 50 / 50 50. Vertical acceleration due to an earthquake results in a) an increase in the effective weight of the dam b) a decrease in the effective weight of the dam c) both (a) and (b) of above d) none of the above 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. 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