Irrigation Engineering Set 4

On This Page

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
Q2 | Silt excluders are constructed on the
Q3 | According to Khosla's theory, the exit gradient in the absence of a downstream cutoff is
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
Q5 | The ratio of average values of shear stresses produced on the bed and the banks of a channeldue to flowing water is
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
Q7 | As per Lacey's theory, the silt factor is
Q8 | Wetted perimeter of a regime channel for a discharge of 64 cumecs as per Lacey's theory will be
Q9 | Which of the following canal structures is used to remove surplus water from an irrigationchannel into a natural drain ?
Q10 | For a proportional outlet, the flexibility is
Q11 | The sensitivity of a rigid module is
Q12 | Which of the following is a flexible outlet ?
Q13 | A straight glacis type fall with a baffle platform and a baffle wall is called
Q14 | Which of the following types of falls use parabolic glacis for energy dissipation ?
Q15 | In a Sarda type fall, rectangular crest is used for discharge upto
Q16 | Which of the following can be used as a meter fall ?
Q17 | Vertical drop fall is satisfactory for a height upto
Q18 | Which of the following canal outlets maintains a constant discharge ?
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
Q20 | The drainage water intercepting the canal can be disposed of by passing the canal below thedrainage in
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
Q22 | The aqueduct or superpassage type of works are generally used when
Q23 | An aggrading river is a
Q24 | Tortuosity of a meandering river is the ratio of
Q25 | The meander pattern of a river is developed by