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Water Management MCQs

Option A: Trade development authority of Pakistan

Option B: Trade and development association of Pakistan

Option C: Trader and agriculture authority of Pakistan

Option D: None of These

Correct Answer: Trade development authority of Pakistan


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Option A: Cohesion

Option B: Adhesion

Option C: Surface tension

Option D: All are correct

Correct Answer: Cohesion


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Option A: Infiltration

Option B: Percolation

Option C: Seepage

Option D: All of these

Correct Answer: Seepage


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Option A: 400 mm

Option B: 450 mm

Option C: 500 mm

Option D: 550 mm

Correct Answer: 400 mm


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Option A: Lesser

Option B: More

Option C: Equal

Option D: Zero

Correct Answer: Lesser


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Option A: Leguminous crops

Option B: Cash crops

Option C: Fodder

Option D: Food crops

Correct Answer: Leguminous crops


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Option A: Seepage losses

Option B: Absorption losses

Option C: Evaporation losses

Option D: Percolation losses

Correct Answer: Absorption losses


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Option A: Adhesion

Option B: Cohesion

Option C: Surface tension

Option D: All are correct

Correct Answer: Adhesion


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Option A: Reduce level

Option B: Positive level

Option C: Soil level

Option D: Negative level

Correct Answer: Reduce level


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Option A: Unavailable moisture

Option B: Hygroscopic moisture

Option C: Equivalent moisture

Option D: A and B

Correct Answer: A and B


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Option A: Pug

Option B: Cohesive

Option C: Seal

Option D: Repair

Correct Answer: Pug


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Option A: Shallow

Option B: Deep

Option C: Non-rooted

Option D: Spread

Correct Answer: Shallow


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Option A: Stability

Option B: Suitability

Option C: Overturning

Option D: Failure

Correct Answer: Stability


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Option A: H1/2

Option B: H1/3

Option C: H3/2

Option D: H1/4

Correct Answer: H3/2


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Option A: Thin layer

Option B: Nappe

Option C: Water sheet

Option D: Water spillway

Correct Answer: Nappe


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Option A: Less than

Option B: Excess

Option C: Equal to

Option D: Not required

Correct Answer: Excess


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Option A: Out of

Option B: Within

Option C: Above

Option D: Below

Correct Answer: Within


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Option A: 1:2 to 1:4

Option B: 1:3 to 1:5

Option C: 1:4 to 1:6

Option D: 1:5 to 1:7

Correct Answer: 1:4 to 1:6


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Option A: 1.5 to 4.0

Option B: 2.0 to 4.0

Option C: 2.5 to 4.5

Option D: 3 to 5

Correct Answer: 1.5 to 4.0


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Option A: Capillary

Option B: Hygroscopic

Option C: Gravity

Option D: Free

Correct Answer: Gravity


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Option A: Rain water

Option B: Surface run-off

Option C: Storm water

Option D: Dry weather flow

Correct Answer: Storm water


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Option A: Reclamation

Option B: Leaching

Option C: Recultivation

Option D: de-salting

Correct Answer: Leaching


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Option A: 30,000

Option B: 35,000

Option C: 40,000

Option D: 45,000

Correct Answer: 40,000


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Option A: Levees

Option B: Embankment

Option C: Cascades

Option D: Banks

Correct Answer: Cascades


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Option A: Coefficient of friction

Option B: Coefficient of internal friction

Option C: Coefficient of resistance

Option D: All are correct

Correct Answer: Coefficient of friction


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Option A: Hydrology

Option B: Biology

Option C: Hydrography

Option D: Histology

Correct Answer: Hydrology


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Option A: Field Capacity

Option B: Capillarity

Option C: Infiltration capacity

Option D: All are correct

Correct Answer: Infiltration capacity


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Option A: Soil-moisture deficiency

Option B: Field-moisture deficiency

Option C: Equivalent-moisture deficiency

Option D: a and b are correct

Correct Answer: a and b are correct


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Option A: Increases

Option B: Reduces

Option C: remain stagnant

Option D: Normal

Correct Answer: Increases


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Option A: Infiltrometer

Option B: I.C. curve

Option C: Rain simulator

Option D: v Hydrometer

Correct Answer: Rain simulator


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Option A: Influent stream

Option B: Effluent stream

Option C: Storm water stream

Option D: Seepage stream

Correct Answer: Effluent stream


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Option A: Water

Option B: Snow

Option C: Ice particles

Option D: Gas

Correct Answer: Gas


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Option A: Vapour pressure

Option B: Saturation pressure

Option C: Partial pressure

Option D: Atmospheric pressure

Correct Answer: Saturation pressure


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Option A: Humidity

Option B: Absolute Humidity

Option C: relative humidity

Option D: All are correct

Correct Answer: Humidity


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Option A: 30

Option B: 35

Option C: 40

Option D: 45

Correct Answer: 40


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Option A: Annual Intensity

Option B: Gross commended area

Option C: Culturable Commended area

Option D: Total irrigable Area

Correct Answer: Annual Intensity


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Option A: High floods

Option B: Ordinary floods

Option C: Low floods

Option D: Probable flood

Correct Answer: Probable flood


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Option A: Standard flood

Option B: Very high flood

Option C: Maximum probable flood

Option D: Storm water flood

Correct Answer: Maximum probable flood


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Option A: Stable river

Option B: Sub-stable river

Option C: Aggrading river

Option D: Sediment river

Correct Answer: Aggrading river


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Option A: Unstable river

Option B: Deltaic river

Option C: Stable river

Option D: Degrading river

Correct Answer: Deltaic river


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Option A: Flashy

Option B: Virgin

Option C: Tidal

Option D: Deltaic

Correct Answer: Virgin


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Option A: Toe wall

Option B: Launching apron

Option C: Protective wall

Option D: Guide bank

Correct Answer: Launching apron


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Option A: Attracting

Option B: Repelling

Option C: Impermeable

Option D: Permeable

Correct Answer: Repelling


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Option A: Non-gravity weir

Option B: Gravity weir

Option C: Sharp crested weir

Option D: Rectangular weir

Correct Answer: Non-gravity weir


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Option A: Pond level

Option B: HFL

Option C: Afflux

Option D: FSL

Correct Answer: Afflux


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Option A: Under sluices

Option B: Head sluices

Option C: Scouring sluices

Option D: Sluice gates

Correct Answer: Head sluices


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Option A: Divide wall

Option B: Retaining wall

Option C: Toe wall

Option D: All are correct

Correct Answer: Divide wall


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Option A: 2.0 – 2.5 – m/sec

Option B: 2.5 – 3 m/sec

Option C: 3.0 – 3.5 m/sec

Option D: 3.5 – 4.0 m/sec

Correct Answer: C. 3.0 – 3.5 m/sec


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Option A: Retaining wall

Option B: Divide wall

Option C: Breast wall

Option D: Cantilever wall

Correct Answer: Breast wall


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Option A: Silt excluders

Option B: Silt ejectors

Option C: Vortex pipes

Option D: Silt control structures

Correct Answer: Silt excluders


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Option A: Afflux

Option B: Final depth

Option C: Sequent depth

Option D: Down stream water depth

Correct Answer: Sequent depth


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Option A: Stable

Option B: Rocky

Option C: Impermeable

Option D: Permeable

Correct Answer: Permeable


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Option A: Submerged exit gradient

Option B: Critical exit gradient

Option C: Balanced exit gradient

Option D: All are correct

Correct Answer: Critical exit gradient


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Option A: Blight

Option B: Khosla

Option C: Lane

Option D: Darcy

Correct Answer: Khosla


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Option A: Vertical cutoff

Option B: Stone apron

Option C: Stone boom

Option D: Stone blocks

Correct Answer: Vertical cutoff


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Option A: 2:1 to 2.5:1

Option B: 2.5:1 to 3:1

Option C: 3:1 to 5:1

Option D: 5:1 to 6

Correct Answer: 3:1 to 5:1


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Option A: Retrogression

Option B: Lowering down of bed

Option C: Ponding on down stream

Option D: All are correct

Correct Answer: Retrogression


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Option A: 3.50

Option B: 3.75

Option C: 4.75

Option D: 5.75

Correct Answer: 4.75


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Option A: Water pool

Option B: Cistern

Option C: Down stream pond

Option D: Water cushion

Correct Answer: Cistern


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Option A: Non-modular

Option B: Modular

Option C: Semi-modular

Option D: Rigid module

Correct Answer: Non-modular


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Option A: Rigid module

Option B: Flexible module

Option C: Non-flexible

Option D: Non-modular

Correct Answer: Flexible module


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Option A: Flexibility

Option B: Proportionally

Option C: Setting

Option D: Sensitivity

Correct Answer: Sensitivity


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Option A: Syphon

Option B: Syphon – Aqueduct

Option C: Super-passage

Option D: Canal-syphon

Correct Answer: Super-passage


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Option A: Super passage

Option B: Level crossing

Option C: Canal crossing

Option D: Drainage crossing

Correct Answer: Level crossing


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Option A: Inlet

Option B: Out let

Option C: Module

Option D: Exit

Correct Answer: Out let


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Option A: 1000 mg/litre

Option B: 1200 mg/litre

Option C: 1300 mg/litre

Option D: 1500 mg/litre

Correct Answer: 1500 mg/litre


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Option A: Compact ability

Option B: Erodibility

Option C: Viscosity

Option D: All are correct

Correct Answer: Erodibility


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Option A: 2gd

Option B: gd

Option C: g2d

Option D: gd2

Correct Answer: 2gd


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Option A: Odour

Option B: Smell

Option C: Colour

Option D: Taste

Correct Answer: Colour


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Option A: 1 m / sec to 3m/ sec

Option B: 3m / sec to 4m/ sec

Option C: 4m / sec to 4.5 ml sec

Option D: 4.5 ml sec to 5 m/ sec

Correct Answer: 1 m / sec to 3m/ sec


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Option A: Excavation

Option B: Cavitations

Option C: borrow pitting

Option D: Earth filling

Correct Answer: Excavation


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Option A: Disinfected

Option B: Infected

Option C: Cleaned

Option D: Iodized

Correct Answer: Disinfected


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Option A: Salinity

Option B: Alkalinity

Option C: Poisoning

Option D: Turbidity

Correct Answer: Poisoning


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Option A: Inlet

Option B: Out let

Option C: entrance

Option D: Mixing

Correct Answer: Inlet


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Option A: Super passage

Option B: Syphon – Aqueduct

Option C: Canal-syphon

Option D: Aqueduct

Correct Answer: Canal-syphon


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Option A: Aqueduct

Option B: Syphon-aqueduct

Option C: Cross-Drainage

Option D: Non-gravity structure

Correct Answer: Aqueduct


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Option A: Sensitive

Option B: Flexible

Option C: Proportional

Option D: Non-flexible

Correct Answer: Proportional


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Option A: Modular

Option B: Non-modular

Option C: Semi-modular

Option D: Semi – Rigid

Correct Answer: Modular


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Option A: Lane

Option B: Darcy

Option C: Khosla

Option D: All are correct

Correct Answer: Khosla


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Option A: Piping

Option B: Under mining

Option C: Permeability

Option D: Up thrust pressure

Correct Answer: Permeability


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Option A: Piping

Option B: Under mining

Option C: Up thrust

Option D: a and b are correct

Correct Answer: a and b are correct


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Option A: Theory of seepage

Option B: Method of independent variables

Option C: Method of cutoffs

Option D: Creep theory

Correct Answer: Method of independent variables


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Option A: Down stream to up stream

Option B: Up stream to down stream

Option C: Top to bottom

Option D: Bottom to top

Correct Answer: Down stream to up stream


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Option A: Exit gradient

Option B: Hydraulic gradient

Option C: Creep length

Option D: Critical exit gradient

Correct Answer: Exit gradient


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Option A: Hydraulic gradient

Option B: Head loss

Option C: Creep length

Option D: Exit gradient

Correct Answer: Hydraulic gradient


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Option A: Creep length

Option B: Seeping length

Option C: Piping

Option D: Undermining

Correct Answer: Creep length


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Option A: Reynolds

Option B: Froude No

Option C: Webber

Option D: Darcy,s law

Correct Answer: Froude No


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Option A: Water wave

Option B: Water tide

Option C: Hydraulic jump

Option D: Afflux

Correct Answer: Hydraulic jump


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Option A: High flood level

Option B: Dangerous condition

Option C: Hydraulic design condition

Option D: Worst condition

Correct Answer: Worst condition


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Option A: Head Regulator

Option B: Cross-Regulator

Option C: Escape

Option D: All are correct

Correct Answer: Head Regulator


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Option A: River controlling works

Option B: River Training works

Option C: Marginal Embankment

Option D: Guide Banks

Correct Answer: River Training works


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Option A: Under sluices

Option B: Head sluices

Option C: Scouring sluices

Option D: Sluice gates

Correct Answer: Scouring sluices


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Option A: HFL

Option B: FSL

Option C: Pond level

Option D: Canal level

Correct Answer: Pond level


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Option A: Afflux

Option B: Hydraulic jump

Option C: Pond level

Option D: HFL

Correct Answer: Hydraulic jump


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Option A: Cippollite weir

Option B: Broad crested weir

Option C: Gravity weir

Option D: Non-gravity weir

Correct Answer: Gravity weir


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Option A: Permeable

Option B: Impermeable

Option C: repelling

Option D: Attracting

Correct Answer: Attracting


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Option A: Silting & scouring

Option B: Meandering

Option C: Aggrading

Option D: Degrading

Correct Answer: Meandering


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Option A: Virgin

Option B: Tidal

Option C: Flashy

Option D: Deltaic

Correct Answer: Flashy


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Option A: Aggrading river

Option B: Degrading river

Option C: Stable river

Option D: Deltaic River

Correct Answer: Stable river


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Option A: Area Assessed

Option B: Area leased

Option C: Area irrigated

Option D: Area cultivated

Correct Answer: Area Assessed


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