Irrigation, Water Resources Engineering and Hydrology

A. aqueduct
B. superpassage
C. syphon
D. syphon aqueduct

A. proportionality
B. flexibility
C. setting
D. sensitivity

A. 0.5 m
B. 1.5 m
C. 3.5 m
D. 5.0 m

A. vertical dropfall
B. glacis fall
C. Montague type fall
D. inglis fall

A. 6 cumecs
B. 10 cumecs
C. 14 cumecs
D. 20 cumecs

A. zero
B. between zero and one
C. 1
D. infinity

A. canal fall
B. canal outlet
C. canal escape
D. canal regulator

A. directly proportional to average par¬ticle size
B. inversely proportional to average par¬ticle size
C. directly proportional to square root of average particle size
D. not related to average particle size

A. less than 1
B. equal to 1
C. greater than 1
D. equal to zero

A. 0
B. unity
C. infinity
D. very large