A. Failure
B. Overturning
D. Suitability
A. Darcy,s law
C. Reynolds
D. Webber
A. Sediment river
B. Sub-stable river
C. Stable river
A. None of these
B. Newtons law of otion
D. Law of gravity
B. Direct rain fall
C. Monsoon rain fall
D. all are correct
B. Creep length
C. Head loss
D. Exit gradient
A. gd2
B. g2d
C. gd
B. Odour
C. Smell
D. Taste
A. Sinking
B. Buckling
D. Turning
A. Saturation pressure
B. Vapour pressure
C. All are correct
A. Volume curve
D. Mass curve
A. Hyetograph
D. Monograph
A. Silt amount and bed slope
B. Silt grade, charge and slope
C. Sediment size
A. Rigid module
B. Semi-modular
D. Modular
A. High Humidity
B. Absolute Humidity
D. Low humidity
B. Evaporation
D. Transpiration
A. 35,000
B. 45,000
C. 30,000
A. 40 cm
C. 80 cm
D. 100 cm
A. Lane
B. Blight
C. Darcy
B. FSL
C. HFL
D. Canal level
A. River controlling works
B. Marginal Embankment
D. Guide Banks
A. Area cultivated
B. Area leased
C. Area irrigated
B. Glass tube is cheaper than metal
C. Capillary rise is significant
D. Glass tube is lighter than metallic tube
A. Porosity
C. Discharge
D. Transmissibility
A. Steel
C. Wood
D. Soil
A. Border irrigation
B. Check irrigation
C. Furrow irrigation
A. Vapour pressure
C. Atmospheric pressure
D. Partial pressure
A. Under sluices
B. Sluice gates
D. Scouring sluices
A. Infiltrometer
C. v Hydrometer
D. I.C. curve
A. Water cushion
C. Down stream pond
D. Water pool
A. Capillary water
B. Hygroscopic water
A. Earth filling
B. Cavitations
D. borrow pitting
B. Average discharge
C. Maximum discharge
D. Critical discharge
A. Piping
C. Up thrust
D. Under mining
B. Compressibility
C. Specific gravity
D. Capillarity
A. All are correct
B. Compact ability
C. Viscosity
B. Perennial canals
C. Non-perennial canals
D. Water shed canals
B. cm/sec
D. cm/sec2
A. 1100kg/m3
B. 1020kg/m3
C. 960kg/m3
A. Stone blocks
B. Stone apron
D. Stone boom
A. Aggrading river
B. Degrading river
C. Deltaic River
A. Non-flexible
B. Non-modular
C. Rigid module
B. Mixing of water
C. Desalinization
D. All are correct
B. Undermining
C. Seeping length
D. Piping
A. Tension force
B. Gravity force
D. Cohesive force
A. Cippoletti weir
B. Sharp edged orifice
C. Broad crested weir
A. D0.66
B. D0.67
D. D0.65
A. Infiltration
C. Percolation
D. All of these
A. Tidal
B. Flashy
C. Deltaic
A. Pilot tube
B. Chezys formula
D. Kutters formula
Showing 201 to 250 of 289 mcqs