Answer these 20+ Irrigation MCQs and assess your grip on the subject of Irrigation.
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A. All these
B. The full supply level of a canal should be above ground level
C. In case the ground slope is less than the required bed slope, the silt factor must be reduced by permitting the entry of coarse silt
D. According to Lacey, regime conditions require a particular slope for a given discharge and silt factor
A. Width of the throat should not be less than one-third of the bed width of main canal
B. Length of the throat should be 2.5 times the depth measured to F.S.L. in the main canal
C. Minimum throat width should not be less than 60 cm
D. Width of the throat should not be less than the width obtained from the formula B = Q / 1.2d3/2, where d is the difference in levels of F.S.L. and sill
E. All these
A. None of these.
B. Ground slope is practically the same as the designed bed slope
C. Ground slope exceeds the designed bed slope
D. Designed bed slope exceeds the ground slope
A. Fallow land
B. Alkaline area
C. Forest area
D. Populated area
A. 15 cm lower
B. At the same level
C. 15 cm higher
D. None of these.
A. Difference between filed capacity and permanent wilting point within the root zone of plants.
B. Saturation capacity
C. Moisture content at permanent wilting point
D. Field capacity
A. Heavy impact of water
B. Increase of the bed level
C. Less percentage of silt
D. Soft soil strata
A. 5 : 1
B. 3 : 1
C. 2 : 1
D. 4 : 1
A. If the flexibility is zero, it is a rigid module
B. All these
C. If the setting of an outlet is lower than that required for proportionality, the outlet is sub-proportional
D. If the setting of an outlet is higher than that required for proportionality, the outlet is hyper-proportional
E. If the flexibility is more than one, the outlet is hyper-proportional
A. Perpendicular to the bank
B. Inclined up stream
C. Inclined down stream
D. None of these
A. None these
B. All these
C. Pond level
D. Discharge perimeters
E. F.S.L. of the canal
A. Syphon-aqueduct
B. Syphon
C. Aqueduct
D. Super passage
A. A super-passage
B. An aqueduct
C. A syphon aqueduct
D. None of these
A. With critical velocity
B. Pipe flow
C. Under atmospheric pressure
D. Under negative pressure
A. To reduce percolation from canals and water courses and to increase outflow from the ground water reservoir
B. To reduce percolation from canals and water courses nor to increase outflow from the ground water reservoir
C. To reduce percolation from canals and water courses
D. To increase outflow from the ground water reservoir
A. Duty of canal water is usually calculated at the head discharge of a channel
B. Duty of canal water is defined as the total area irrigated by the discharge averaging one unit during the base period of the duty
C. Duty of canal water at the outlet of a distributary, is generally known as outlet factor or outlet discharge factor
D. All these
E. Duty of canal water at the head of a channel and at the outlet of a distributary, differ considerably due to progressive losses of water
A. All these
B. Seepage forces
C. Hydraulic jump
D. Hydraulic pressure
A. Syphon
B. Syphon-aqueduct
C. Aqueduct
D. Super passage
A. Inclined up stream up to 30°
B. Inclined down stream upto 30°
C. All these
D. Perpendicular to the bank
A. 120°
B. 110°
C. 90°
D. 80°
A. Below
B. Under
C. On
D. Farther from