Answer these 20 Water Resources Engineering MCQs and assess your grip on the subject of Water Resources Engineering.
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A. Thickness of saturated layer
B. Depth of surface detention
C. Soil moisture
D. All these
A. Forecasting the availability of quantity of water at reservoir site
B. Predicting maximum flows
C. Predicting the effects on the river water level on completion of dams
D. All these
E. Deciding the minimum reservoir capacity
A. Lesser for small rain drops.
B. Greater for large drops
C. Greater for heavy rain
D. Greater for lighter rain
A. Merrill Bernard
B. Le-Roy K. Shermen
C. Robert E. Horten.
D. W.W. Horner
A. All these
B. When rainfall exceeds the interception rainfall, water reaches the ground and infiltration starts
C. The maximum rate of absorbing water by the soil in any given condition, is known as infiltration capacity
D. Rain which is intercepted by buildings, vegetations and other objects, is generally known as rainfall interception
E. The difference between the total rainfall and intercepted rainfall, is generally called ground rainfall
A. Weighing type
B. None of these.
C. Tipping type
D. Float recording type
A. Interception
B. Transpiration
C. Evaporation
D. All these
A. Perched aquifer is formed in unfined accquifer if an impervious layer exists
B. Perched aquifer is found in unconfined aquifer
C. All these
D. The top surface of the water held in the perched aquifer, is known as perched water table
A. Precipitation + ground water accretion + initial recharge
B. Precipitation - ground water accretion + initial recharge
C. Initial recharge + ground water accretion + precipitation
D. Precipitation - ground water accretion - initial recharge.
A. Inglis formula
B. Ryve's formula
C. Dicken's formula
D. None of these.
A. 2
B. 4
C. 5
D. 3
A. Merril Bernard
B. W.W. Horner
C. Robert E. Horten.
D. Le-Roy K. Shermen
A. Both Arithmetical method and Thiessen's mean method
B. Thiessen's mean method
C. Arithmetical method
D. Both Thiessen's mean method and Isohyetal method.
E. Isohyetal method
A. 0.2 y
B. 0.6 y.
C. 0.5 y
D. 0.3 y
E. 0.1 y
A. Deciding the minimum reservoir capacity
B. Predicting maximum flows
C. All these
D. Forecasting the availability of quantity of water at reservoir site
E. Predicting the effects on the river water level on completion of dams
A. Number of voids present in the soil
B. Shape and size of soil particles
C. All these
D. Compaction of the soil particles
E. Arrangement of soil particles
A. Type of precipitation
B. Rain distribution and soil moisture deficiency
C. Direction of prevailing storm
D. Rain intensity and duration of rainfall
A. 0.5
B. 2
C. 3
D. 4
E. 1
A. Depression storage
B. Rain absorbed by the moisture deficiency
C. Interception
D. All these
A. Produces a mass curve of rain fall
B. Records the cumulative rain
C. Is sometimes called integrating rain gauge or continuous rain gauge
D. All these
A. Letting sewage sit in large settling tanks so suspended solids can settle out
B. Most of this is far from where humans live
C. Groundwater
D. All of these
A. Root pressure that pushes water up
B. Cohesive and adhesive forces of the water column under evaporative tension
C. Positive pressure in xylem that pushes water up
D. Gravitational pull
A. -1 in 500,000,000
B. -1 in 1,000,000,000
C. -1 in 1,000,000
D. -1 in 5,000,000
E. -1 in
A. Increased water consumption through development and urbanization
B. Subsidence
C. Generate electricity, prevent flooding and provide irrigation
D. Excessive water use lowers a water table and weakens the substrate
A. Overconsumption of water from aquifers
B. Flood damage and chemical erosion
C. Building on floodplains
D. Poorly drilled wells in soft soils
A. Waterfall.
B. Elbow.
C. Floodplain.
D. Trellis drainage pattern.
E. Knickpoint.
A. Oil spills and building damage
B. Flooding and mold infestations
C. Toxic chemicals and sewage
D. All of the above
A. Waterfall.
B. Elbow.
C. Floodplain.
D. Trellis drainage pattern.
E. Knickpoint.
A. Oil spills and building damage
B. Flooding and mold infestations
C. Toxic chemicals and sewage
D. All of the above