A. pellicular water
C. equivalent moisture
D. hygroscopic water
A. low head scheme
C. none of the above
D. medium head scheme
A. effective rainfall
C. net irrigation requirement
D. consumptive use
B. reservoir was not full at the beginning
C. both (A) and (B)
D. none of the above
A. glacis fall
B. vertical drop fall
C. inglis fall
A. to provide sufficient depth of water in navigable channels, during low water periods
B. all of the above
C. flood control
A. hydrodynamic pressure
B. inertia force into the body of the dam
A. temperature difference
B. natural topographical barriers
D. all of the above
A. m/N
C. N/(m+l)
D. m/(N+l)
B. flexible outlet
D. non-modular outlet
A. depends on depth of approach and upstream slope
B. depends on downstream apron interference and downstream submergence
C. remains constant
A. normal pool level and maximum pool level
B. minimum pool level and maximum pool level
D. river bed and minimum pool level
A. canal bed upstream of head regulator
B. canal bed downstream of head regulator
D. river bed downstream of head regulator
A. operating head
B. rated head
D. gross head
A. 20 3/sec
B. 35 m3/sec
C. 30 m3/sec
A. at an inclination to the axis of weir
B. parallel to the axis of weir and down-stream of it
C. parallel to the axis of weir and up-stream of it
B. sloughing of slope
C. during construction
D. steady seepage
A. require sound rock foundations
B. are less susceptible to failure
D. are costlier
A. 1/(1+ 0.9010)
B. 1 + (0.9)010
C. 1 (0.9)l0
B. increase in infiltration capacity
C. all of the above
D. increase in permeability of soil
A. increases the shear stress
B. decreases the shear stress</strong>
D. correct answer is
E. decreases the principal stress
B. storm characteristics only
A. correct answer is?
B. largest in coastal areas
C. largest in regions of scanty rainfall</strong>
A. rainfall and time
B. surface runoff and time
D. ground waterflow and time
B. under the tree
C. in a closed space
D. near the building
A. none of the above
B. high flood drainage discharge is large and short lived
D. high flood drainage discharge is large and continues for a long time
A. increases the waterlogging area
D. does not change the water logging area
A. unflumed glacis fall
D. flumed glacis fall
A. stream flow
B. evaporation
C. correct answer is?
D. transpiration
A. all of the above
B. Extensive irrigation should be adopted in areas susceptible to water logging
C. Intensive irrigation should be avoided in areas susceptible to water logging
A. P/T = 1
B. PT2 = 1
C. P/T2 = 1
A. useful storage valley storage
C. useful storage + surcharge storage + valley storage
D. useful storage + surcharge storage
A. 1172 hectares/m3/sec
C. 972 hectares/m3/sec
D. 837 hectares/m3/sec
A. is always deeper than a shallow well
C. is weaker structurally than a shallow well
D. both (A) and (B)
A. equal to evapotranspiration
C. much less than evapotranspiration
D. equal to or less than evapotranspi-ration
A. 7.2 xlO6
C. 2.4 xlO6
D. 0.6 x 106
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