A. Irrigation Engineer
B. Chartered Engineer
D. All are correct
A. None of these
C. H/2
D. 2H/3
A. Soil saturation
C. All are correct
D. Moisture content
B. Expandable
D. Compressible
A. Sub-mountainous stage
B. Mountainous stage
C. trough stage
A. Ground flow
B. Sub-surface flow
A. 100 cm
B. 70 cm
C. 80 cm
B. All are correct
C. Sub-critical depth
D. Super critical depth
B. Monsoon season
C. Kharif season
D. Wheat season
B. Free space
C. Free end
D. Free faced
A. Cascade farming
D. Step farming
B. Resultant of all forces cuts the base at the inner middle third point
C. Ratio of over turning moments exceeds than unity
D. Resultant of all forces cuts the base of the dam out side the toe
A. Bye-wash
B. Disposal channel
C. Water escape
A. High velocity
C. High pressure
D. Low discharge
A. Monsoon season
B. Throughout the year
C. Summer season
A. Capillary
B. Viscosity
C. Compressibility
A. Is most suitable in hilly areas
C. Is generally aligned parallel to the contour of the area
D. Irrigates only on one side
A. Is partially incompressible
C. Can not be subjected to shear force
D. Always expands until it fills any container
B. Full supply level
C. Water table
A. Barometer
B. Hot wire manometer
A. Non-critical flow
B. Critical depth
C. Shooting flow
A. 0.6m
B. 0.5 depth
C. 0.5m
A. 100cm
B. 70cm
C. 80cm
A. Turbulence
B. Critical velocity
D. Delta
A. Steady flow
B. Compressible flow
D. Laminar flow
A. 70%
C. 75%
D. 80%
A. Well water is used economically
C. Lifting of water increase cost of well water
D. Well water is clear than canal water
A. All are correct
C. Silt excluders
D. Silt ejectors
B. Thiems law
C. Archimeds principle
D. Permeability law
B. Give additional anchorage against sliding
C. improve strength of lining
D. Provide water into branch canals
A. Density of water
B. Density of liquid
C. Specific gravity of water
A. Fine particles of soil
B. Climatic conditions
C. Coarse particles of soil
B. 2/3 cd. b (2 gh) 1/2
C. 2/3 cd. b (2g) 1/2 H 5/2
D. 2/3 cd. B (2g) 1/2 H
B. Compressibility
D. None of these
A. 100 kw
C. 1000 kw
D. 5000 kw
B. Involves lesser excavation
C. Has minimum wetted perimeter
D. Gives max. Discharge
B. Manometer
C. Pilot tube
A. 15 mm diameter
B. 10 mm diameter
C. 20 mm diameter
A. Channel
D. Water escape
A. Pascal s law
C. Continuity Equation
D. Archimedes principle
A. Cleaned
C. Infected
D. Iodized
A. Silt ejectors
C. Vortex pipes
D. Silt control structures
A. Always below the centre of gravity of the area
B. Coincident with centroid of area if its plane is vertical
C. Independent of the inclination of area
A. Surface tension
D. Adhesion
B. Degree of compaction
C. Volume of saturation
D. Void ratio
A. Section lines
B. Equipotential lines
C. Streak lines
A. Storm stream
B. Effluent stream
D. Rain stream
C. Specific weight
D. Specific gravity
B. Salinity
C. Alkalinity
D. Turbidity
A. In a cippoletti weir
C. In all weir
D. In a weir with end contractions
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