Irrigation Engineering Set 4

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This set of Irrigation Engineering Multiple Choice Questions & Answers (MCQs) focuses on Irrigation Engineering Set 4

Q1 | As compared to crest of the normal portion of the weir, the crest of the under sluice portionof weir is kept at
  • lower level
  • higher level
  • same level
  • any of the above depending on the design
Q2 | Silt excluders are constructed on the
  • river bed upstream of head regulator
  • river bed downstream of head regulator
  • canal bed upstream of head regulator
  • canal bed downstream of head regulator
Q3 | According to Khosla's theory, the exit gradient in the absence of a downstream cutoff is
  • 0
  • unity
  • infinity
  • very large
Q4 | The minimum size of stone that will remain at rest in a channel of longitudinal slope S andhydraulic mean depth R is given by
  • 4RS
  • 11 RS
  • 7RS
  • 15 RS
Q5 | The ratio of average values of shear stresses produced on the bed and the banks of a channeldue to flowing water is
  • less than 1
  • equal to 1
  • greater than 1
  • equal to zero
Q6 | If the critical shear stress of a channel is xc, then the average value of shear stress required to move the grain on the bank is
  • 0.5 xc
  • 0.75 TC
  • xc
  • 1.33 TC
Q7 | As per Lacey's theory, the silt factor is
  • directly proportional to average par¬ticle size
  • inversely proportional to average par¬ticle size
  • directly proportional to square root of average particle size
  • not related to average particle size
Q8 | Wetted perimeter of a regime channel for a discharge of 64 cumecs as per Lacey's theory will be
  • 19 m
  • 38m
  • 57m
  • 76m
Q9 | Which of the following canal structures is used to remove surplus water from an irrigationchannel into a natural drain ?
  • canal fall
  • canal outlet
  • canal escape
  • canal regulator
Q10 | For a proportional outlet, the flexibility is
  • zero
  • between zero and 1
  • 1
  • greater than 1
Q11 | The sensitivity of a rigid module is
  • zero
  • between zero and one
  • 1
  • infinity
Q12 | Which of the following is a flexible outlet ?
  • submerged pipe outlet
  • Kennedy's gauge outlet
  • Gibb's outlet
  • none of the above
Q13 | A straight glacis type fall with a baffle platform and a baffle wall is called
  • vertical dropfall
  • glacis fall
  • Montague type fall
  • inglis fall
Q14 | Which of the following types of falls use parabolic glacis for energy dissipation ?
  • vertical drop fall
  • glacis fall
  • Montague type fall
  • inglis fall
Q15 | In a Sarda type fall, rectangular crest is used for discharge upto
  • 6 cumecs
  • 10 cumecs
  • 14 cumecs
  • 20 cumecs
Q16 | Which of the following can be used as a meter fall ?
  • vertical drop fall
  • flumed glacis fall
  • unflumed glacis fall
  • all of the above
Q17 | Vertical drop fall is satisfactory for a height upto
  • 0.5 m
  • 1.5 m
  • 3.5 m
  • 5.0 m
Q18 | Which of the following canal outlets maintains a constant discharge ?
  • non-modular outlet
  • flexible outlet
  • rigid module
  • none of the above
Q19 | The ratio of rate of change of the discharge of an outlet to the rate of change of thedischarge of distributing channel is called
  • proportionality
  • flexibility
  • setting
  • sensitivity
Q20 | The drainage water intercepting the canal can be disposed of by passing the canal below thedrainage in
  • aqueduct and syphon aqueduct
  • aqueduct and super passage
  • super passage and canal syphon
  • level crossing
Q21 | If the R.L's of canal bed level and high flood level of drainage are 212.0 m and 210.0 mrespectively, then cross drainage work will be
  • aqueduct
  • superpassage
  • syphon
  • syphon aqueduct
Q22 | The aqueduct or superpassage type of works are generally used when
  • high flood drainage discharge is small
  • high flood drainage discharge is large and short lived
  • high flood drainage discharge is large and continues for a long time
  • none of the above
Q23 | An aggrading river is a
  • silting river
  • scouring river
  • both silting and scouring river
  • neither silting nor scouring river
Q24 | Tortuosity of a meandering river is the ratio of
  • meander belt to meander length
  • meander length to meander belt
  • curved length along the channel to the direct axial length of the river reach
  • direct axial length of the river reach to curved length along the channel
Q25 | The meander pattern of a river is developed by
  • average discharge
  • dominant discharge
  • maximum discharge
  • critical discharge