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: 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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To avoid scouring from end of structure, it is necessary to provide a __________ at the exit point?
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: 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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