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questions
List of practice Questions
Match List I with List II
LIST I (theory)
LIST II (Propounded by)
A.
Exit gradient
I.
AN. Khosla
B.
Alluvial canal
II.
G. lacy
C.
Unit hydrograph
III.
L.K Sherman
D.
Boundary layer
IV.
L. Prandtl
Choose the most appropriate answer from the options given below:
CUET (PG) - 2023
CUET (PG)
General Awareness
General Knowledge Based
In order to ensure that no scouring take place in the bed of a channel of bed slope 'S' constructed on alluvial soil of particle size 'd' cm, the flow velocity should be restricted.
CUET (PG) - 2023
CUET (PG)
Soil Mechanics and Foundation Engineering
Soil Structure and Clay Mineralogy
The discharge unit draw down at the wall is known as.
CUET (PG) - 2023
CUET (PG)
Soil Mechanics and Foundation Engineering
Soil Structure and Clay Mineralogy
At a hydraulic jump, the depth at the two sides are 0.4m and 1.4m. The head loss in the jump is naerly equal.
CUET (PG) - 2023
CUET (PG)
Water Resources Engineering
Dimensional analysis and hydraulic similitude
For standing crops in conducting sandy fields, the best method of irrigation is.
CUET (PG) - 2023
CUET (PG)
Agriculture
Methods of Irrigation
Match List I with List II
LIST I (Deposit)
LIST II (Satl structure)
A.
Coarse grained soil
I.
Flocculated
B.
Silt deposit
II.
Cohesive matrix
C.
Clay deposit
III.
Honey comb
D.
Composite soil
IV.
Single grained
Choose the most appropriate answer from the options given below:
CUET (PG) - 2023
CUET (PG)
Soil Mechanics and Foundation Engineering
Soil Structure and Clay Mineralogy
Given below are two statements: one is labelled as Assertion A and the other is labelled as Reason R.
Assertion A: The water content of inorganic soil is determined by heating the soil in an oven at a temperature of 105° to 110°C
Reason R: The free water absorbed water and structural water are all completely removed from the soil by heating it at 105° to 110°C
In the light of the above statements, choose the most appropriate answer from the options given below:
CUET (PG) - 2023
CUET (PG)
Soil Mechanics and Foundation Engineering
Soil Structure and Clay Mineralogy
Relative density of a compacted dense sand is approximately equal to.
CUET (PG) - 2023
CUET (PG)
Soil Mechanics and Foundation Engineering
Soil Structure and Clay Mineralogy
A soil has a liquid limit of 40% and plasticity index of 20% the plastic limit of the soil will be.
CUET (PG) - 2023
CUET (PG)
Soil Mechanics and Foundation Engineering
Soil Structure and Clay Mineralogy
A soil sample has a shrinkage limit of 10% and specific gravity of soil solids as 2.7. The porosity of the soil at shrinkage limit is.
CUET (PG) - 2023
CUET (PG)
Soil Mechanics and Foundation Engineering
Soil Structure and Clay Mineralogy
A soil has a discharge velocity of 6 × 10
−
7 m/s and a void ratio of 0.5, its seepage velocity is.
CUET (PG) - 2023
CUET (PG)
Soil Mechanics and Foundation Engineering
Soil Structure and Clay Mineralogy
Match List I with List II
LIST I
LIST II
A.
Sudden closure sluice gate
I.
Uniform flow
B.
Hydraulic jump in a stiling basin
II.
Rapidly varied flow
C.
Spreading irrigation water
III.
Usteady flow
D.
Flow in the main irrigation canal
IV.
Spatially varied
Choose the most appropriate answer from the options given below:
CUET (PG) - 2023
CUET (PG)
General Awareness
General Knowledge Based
According to Darcy's law, for ground water movement velocity is proportional to.
CUET (PG) - 2023
CUET (PG)
Water Resources Engineering
Darcy’s Law and application
Match List I with List II
LIST I (Type of Precipitation)
LIST II (Principle causes)
A.
Lacustrine soil
I.
Transportation by wind
B.
Alluvial soil
II.
Transportation by running water
C.
Aeoline soil
III.
Deposited at the bottom of lakes
D.
Marine soil
IV.
Deposited in sea water
Choose the most appropriate answer from the options given below:
CUET (PG) - 2023
CUET (PG)
Soil Mechanics and Foundation Engineering
Soil Structure and Clay Mineralogy
Reduction in volume of soil primarily due to squeezing out of water from winds is called.
CUET (PG) - 2023
CUET (PG)
Soil Mechanics and Foundation Engineering
Soil Structure and Clay Mineralogy
The change that take place during the process of consolidation of a saturated clay would include.
CUET (PG) - 2023
CUET (PG)
Soil Mechanics and Foundation Engineering
Soil Structure and Clay Mineralogy
Match List I with List II
LIST I (Measuring device)
LIST II (Soil Parameter)
A.
Pycnometer
I.
Compressibility
B.
Hydrometer
II.
Permeability
C.
Oedometer
III.
Specific gravity
D.
Parameter
IV.
Particle size analysis
Choose the most appropriate answer from the options given below:
CUET (PG) - 2023
CUET (PG)
Soil Mechanics and Foundation Engineering
Soil Structure and Clay Mineralogy
Match List I with List II
LIST I I (Soil)
LIST II (Group Symbol)
A.
Clayly gravel
I.
SM
B.
Clayly sand
II.
OH
C.
Organic clay
III.
SC
D.
Silty sand
IV.
GC
Choose the most appropriate answer from the options given below:
CUET (PG) - 2023
CUET (PG)
Soil Mechanics and Foundation Engineering
Soil Structure and Clay Mineralogy
What is hydrological cycle?
CUET (PG) - 2023
CUET (PG)
Water Resources Engineering
Hydrologic cycle
Hydrograph is the graphical representation of.
CUET (PG) - 2023
CUET (PG)
Hydrology
Hydrograph
Given below are two statements: one is labelled as Assertion A and the other is labelled as Reason R.
Assertion A: Humidity decrease with altitude
Reason R: At higher altitude the convective currents are very much reduced
In the light of the above statements, choose the most appropriate answer from the options given below
CUET (PG) - 2023
CUET (PG)
Atmospheric and Ocean Science
Humidity in the Atmosphere
Penman's equation is based on
CUET (PG) - 2023
CUET (PG)
General Awareness
General Knowledge Based
Match List I with List II
LIST I (Type of Precipitation)
LIST II (Principle causes)
A.
Convective
I.
Pressure difference
B.
Cylonic
II.
Mountain barrier
C.
Frontal
III.
Temperature difference
D.
Orographic
IV.
Warm and cold air masses
Choose the most appropriate answer from the options given below:
CUET (PG) - 2023
CUET (PG)
Water Resources Engineering
Precipitation
Match List I with List II
LIST I (Type of Precipitation)
LIST II (Principle causes)
A.
Anemometer
I.
Humidity
B.
Rain simulator
II.
Evapotranspiration
C.
Lysimeter
III.
Infiltration
D.
Hygro meter
IV.
Wind speed
Choose the most appropriate answer from the options given below:
CUET (PG) - 2023
CUET (PG)
General Awareness
General Knowledge Based
A 6-hour storm with hourly intersities of 7, 18, 25, 12, 10 and 3mm per hour produced a run off 33 mm. Then the Φ index is
CUET (PG) - 2023
CUET (PG)
Science
Speed
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