Dams and Hydraulic Structures MCQs 2026

70 questions with detailed answers · 28 from past papers · 7 quiz batches available

📚 Civil Engineering📄 28 Past-Paper Qs✓ Free · No Login Needed
🎯 Mock Test

Read each question, think about the answer, then click Show Answer to reveal the correct option and explanation. Load 10 at a time so it stays manageable — perfect for one-topic study sessions on the bus or during a break.

Page 1 of 1Questions 1–10 of 70
  1. Q1hard

    Morning glory spillway is

    1. AHighway rotary design
    2. BRailway turntable
    3. CVertical shaft spillway dropping through dam
    4. DAirport radar
    💡 Explanation:

    Shaft spill used where space limited on crest

  2. Q2Past Paper · PPSC/FPSC/NTSeasy

    Safety inspection of dam includes checking

    1. AOnly office furniture
    2. BOnly vehicle polish
    3. CSeepage cracks instrumentation and spillway
    4. DOnly uniform buttons
    💡 Explanation:

    Regular inspection prevents catastrophic failure

  3. Q3easy

    Small dam or pond for community irrigation in Punjab often

    1. AAircraft carrier deck
    2. BEarthen bund with pipe outlet
    3. CRailway terminal
    4. DHarbour container crane
    💡 Explanation:

    Minor irrigation structures common in rural areas

  4. Q4Past Paper · PPSC/FPSC/NTSmedium

    Central Asia and Himalayan dams face challenge of

    1. AHigh sediment load and seismicity
    2. BZero rainfall always
    3. CNo foundation rock ever
    4. DNo irrigation demand
    💡 Explanation:

    Pakistan dam design reflects Indus basin conditions

  5. Q5hard

    Earthquake induced hydrodynamic pressure on dam face computed using

    1. AOnly manual thumb rule zero
    2. BOnly traffic formula
    3. COnly wind formula only
    4. DWestergaard or finite element methods
    💡 Explanation:

    Reservoir water adds inertia load during shaking

  6. Q6hard

    Flip bucket on spillway throws jet

    1. AAway from toe to reduce scour
    2. BInto powerhouse always
    3. CInto intake always
    4. DInto penstock always
    💡 Explanation:

    Ski jump dissipates energy in air and plunge pool

  7. Q7hard

    Labyrinth weir increases

    1. ARailway curve radius
    2. BEffective crest length for discharge
    3. CRunway width only
    4. DBuilding floor area
    💡 Explanation:

    Labyrinth spillway passes more flow per width

  8. Q8easy

    Joint in concrete dam accommodates

    1. AOnly aircraft movement
    2. BOnly train movement
    3. COnly ship movement
    4. DTemperature and shrinkage movement
    💡 Explanation:

    Water stops and joint fillers prevent leakage

  9. Q9medium

    Wave height on reservoir fetch depends on

    1. ARail axle load
    2. BWind speed duration and fetch length
    3. CHighway camber
    4. DBuilding setback
    💡 Explanation:

    Wind setup added to freeboard on large reservoirs

  10. Q10Past Paper · PPSC/FPSC/NTSmedium

    Dam safety review in Pakistan considers

    1. AOnly paint colour
    2. BOnly staff uniform
    3. CSeismic hydrologic and structural adequacy
    4. DOnly canteen menu
    💡 Explanation:

    Periodic review mandated for large storage dams

  11. Q11Past Paper · PPSC/FPSC/NTSmedium

    Sediment flushing through low level outlets helps

    1. AMaintain live storage capacity
    2. BIncrease harbour depth always
    3. CWiden railway gauge
    4. DExtend runway only
    💡 Explanation:

    Drawdown flushing vent sediment during monsoon

  12. Q12medium

    Tailwater rating curve relates

    1. AWind speed to runway length
    2. BESAL to CBR
    3. CTide to berth rent
    4. DDischarge to downstream water level
    💡 Explanation:

    Tailwater affects turbine efficiency and draft tube

  13. Q13hard

    Dam break analysis provides

    1. AOnly runway wind rose
    2. BOnly pavement design chart
    3. CInundation mapping downstream
    4. DOnly BOQ format
    💡 Explanation:

    Emergency planning uses breach flood routing

  14. Q14hard

    Underground powerhouse advantage is

    1. AReduced surface environmental impact
    2. BAlways cheaper without geology check
    3. CNo ventilation needed ever
    4. DNo access tunnel needed
    💡 Explanation:

    Cavern housing turbines in mountain projects

  15. Q15Past Paper · PPSC/FPSC/NTSeasy

    Barrage on river like Sukkur Barrage primarily

    1. AStores multi-year flood only
    2. BDiverts irrigation water with gates
    3. CServes as airport runway
    4. DActs as railway bridge only
    💡 Explanation:

    Barrages control level for canal headworks

  16. Q16medium

    Regulator dam or weir differs from storage dam by

    1. AAircraft hangar function
    2. BRailway station function
    3. CHarbour breakwater only ocean
    4. DLimited storage raising river level
    💡 Explanation:

    Headworks divert irrigation water on rivers

  17. Q17hard

    Air entrainment on spillway face reduces

    1. ADam height requirement always to zero
    2. BReservoir capacity to zero
    3. CCavitation damage potential
    4. DNeed for any stilling basin always
    💡 Explanation:

    Aerated flow protects ogee surface

  18. Q18Past Paper · PPSC/FPSC/NTSmedium

    Earthquake load on dam analysed using

    1. AOnly manual guess
    2. BPseudo-static or dynamic analysis per guidelines
    3. COnly traffic count
    4. DOnly rainfall colour
    💡 Explanation:

    Seismic coefficients per building codes for dams

  19. Q19hard

    Ice load on dam in cold regions adds to

    1. AHorizontal pressure on structure
    2. BOnly runway friction
    3. COnly harbour tide
    4. DOnly traffic signal
    💡 Explanation:

    Less relevant in Pakistan lowland dams but in high altitude

  20. Q20Past Paper · PPSC/FPSC/NTShard

    Factor of safety against sliding on gravity dam considers

    1. AOnly paint thickness
    2. BOnly wind on sign
    3. COnly toll revenue
    4. DResisting friction and cohesion versus driving force
    💡 Explanation:

    Sliding along foundation plane critical check

  21. Q21Past Paper · PPSC/FPSC/NTSmedium

    Diamer Basha dam planned as

    1. ASmall farm pond
    2. BHighway culvert
    3. CLarge roller compacted concrete dam
    4. DBuilding basement
    💡 Explanation:

    DBC on Indus adds storage and flood control

  22. Q22Past Paper · PPSC/FPSC/NTSeasy

    Mangla dam primarily serves

    1. AStorage and power on Jhelum
    2. BAirport runway irrigation
    3. CRailway electrification only
    4. DUrban metro only
    💡 Explanation:

    Mangla one of oldest large dams of Pakistan

  23. Q23Past Paper · PPSC/FPSC/NTSeasy

    Tarbela dam on Indus is primarily

    1. AThin arch only
    2. BSmall weir only
    3. CHarbour breakwater
    4. DEarth and rockfill dam
    💡 Explanation:

    Tarbela major storage and power for Pakistan

  24. Q24easy

    Tailrace channel returns

    1. AFuel to aircraft
    2. BTurbine discharge to river
    3. CBallast to railway
    4. DSilt to harbour only
    💡 Explanation:

    Tailwater level affects turbine output

  25. Q25Past Paper · PPSC/FPSC/NTSmedium

    Surge tank on hydropower scheme controls

    1. AAircraft crosswind
    2. BHighway superelevation
    3. CPressure transients from load changes
    4. DBuilding live load
    💡 Explanation:

    Surge tank absorbs water hammer in long penstock

  26. Q26Past Paper · PPSC/FPSC/NTSeasy

    Penstock conveys

    1. AOnly wind to generator
    2. BOnly rail traffic
    3. COnly harbour cargo
    4. DPressurized water to turbine
    💡 Explanation:

    Steel or concrete lined pipe withstands high head

  27. Q27easy

    Intake structure withdraws

    1. AOnly sediment for landfill
    2. BOnly fish without water
    3. CWater from reservoir for power or irrigation
    4. DOnly air for penstock
    💡 Explanation:

    Intake screens trash racks and gates control flow

  28. Q28easy

    Cofferdam is

    1. APermanent spillway
    2. BTemporary enclosure for construction in water
    3. CAircraft shelter
    4. DRailway bridge always
    💡 Explanation:

    Rockfill or sheet pile cofferdam protects excavation

  29. Q29Past Paper · PPSC/FPSC/NTSmedium

    Diversion tunnel during dam construction carries

    1. ARiver flow around work site
    2. BOnly aircraft taxi
    3. COnly rail freight
    4. DOnly municipal sewer
    💡 Explanation:

    Cofferdam and tunnel divert river for dry foundation

  30. Q30Past Paper · PPSC/FPSC/NTSeasy

    Reservoir sedimentation reduces

    1. AConcrete strength gain
    2. BRail gauge
    3. CStorage capacity over time
    4. DRunway length need
    💡 Explanation:

    Indus tributaries carry high sediment affecting Tarbela Mangla

  31. Q31Past Paper · PPSC/FPSC/NTShard

    Uplift pressure on gravity dam reduces

    1. AShear strength of steel rail
    2. BWind on airport
    3. CLoS on highway
    4. DEffective normal stress on base
    💡 Explanation:

    Drainage and cutoff reduce harmful uplift

  32. Q32Past Paper · PPSC/FPSC/NTSeasy

    Freeboard on dam crest provides

    1. ADecorative height only
    2. BMargin against wave overtopping
    3. CRailway platform width
    4. DHarbour berth depth
    💡 Explanation:

    Freeboard = normal pool to crest minus wave setup

  33. Q33Past Paper · PPSC/FPSC/NTSmedium

    Phreatic line in earth dam should remain

    1. ABelow downstream toe
    2. BAbove crest always
    3. CAt runway level
    4. DInside penstock
    💡 Explanation:

    Seepage line indicates unsaturated zone safety

  34. Q34Past Paper · PPSC/FPSC/NTSmedium

    Grout curtain reduces

    1. AWind load on building
    2. BFoundation seepage under dam
    3. CTraffic ESAL
    4. DHarbour wave height
    💡 Explanation:

    Deep holes filled with cement grout seal rock joints

  35. Q35easy

    Gallery inside dam used for

    1. APublic shopping mall
    2. BAircraft hangar
    3. CInspection grouting drainage and instrumentation
    4. DRailway station
    💡 Explanation:

    Gallery monitors seepage and structural behaviour

  36. Q36medium

    Stilling basin designed for

    1. AAircraft landing roll
    2. BRail shunting
    3. CBuilding HVAC
    4. DHydraulic jump to dissipate kinetic energy
    💡 Explanation:

    Basin dimensions fix jump location and stability

  37. Q37Past Paper · PPSC/FPSC/NTSmedium

    Energy dissipator downstream of spillway prevents

    1. AScour in riverbed
    2. BEvaporation in reservoir
    3. CWind on runway
    4. DNoise in city only
    💡 Explanation:

    Hydraulic jump basin stilling blocks reduce exit velocity

  38. Q38Past Paper · PPSC/FPSC/NTSmedium

    Ogee spillway profile matches

    1. AUpper surface of aircraft wing
    2. BLower nappe of free falling jet
    3. CRailway rail head
    4. DHarbour quay face
    💡 Explanation:

    Ogee shape ensures controlled flow and aeration

  39. Q39Past Paper · PPSC/FPSC/NTSeasy

    Spillway safely passes

    1. AFlood flow exceeding reservoir storage
    2. BOnly sediment always
    3. COnly fish migration only
    4. DOnly penstock maintenance
    💡 Explanation:

    Spillway prevents overtopping failure of dam

  40. Q40Past Paper · PPSC/FPSC/NTSeasy

    Earth dam core function is

    1. ADecorative surface only
    2. BLoad from aircraft
    3. CImpervious barrier against seepage
    4. DRail vibration damping
    💡 Explanation:

    Central clay core or asphalt face limits leakage

  41. Q41medium

    Buttress dam has

    1. AOnly earth embankment
    2. BOnly steel truss runway
    3. COnly harbour breakwater crown
    4. DSloping deck supported on triangular walls
    💡 Explanation:

    Buttresses spaced reduce concrete volume

  42. Q42Past Paper · PPSC/FPSC/NTSmedium

    Arch dam transfers load to

    1. AOnly reservoir water directly upward
    2. BAbutments through arch action
    3. COnly downstream air
    4. DOnly penstock flow
    💡 Explanation:

    Thin arch efficient in narrow rocky gorges

  43. Q43Past Paper · PPSC/FPSC/NTSeasy

    Gravity dam resists water pressure mainly by

    1. AIts own weight
    2. BTension in thin arch only
    3. CCable stay force
    4. DAir pressure in hollow
    💡 Explanation:

    Concrete gravity section stable against overturning and sliding

  44. Q44Past Paper · PPSC/FPSC/NTShard

    Piping failure in earth dam occurs when

    1. AOnly concrete cures
    2. BOnly paint dries
    3. CSeepage erodes fine particles along concentrated path
    4. DOnly rail expands
    💡 Explanation:

    Piping can lead to sudden breach; filters prevent it

  45. Q45medium

    Horizontal drain on downstream toe of earth dam

    1. AIncreases uplift always
    2. BLowers phreatic line and controls seepage exit
    3. CBlocks all drainage
    4. DHeats concrete
    💡 Explanation:

    Toe drain collects seepage safely

  46. Q46easy

    Riprap on upstream slope protects against

    1. ARail creep
    2. BAircraft jet blast
    3. CBuilding fire
    4. DWave erosion
    💡 Explanation:

    Rock armour resists reservoir wave action

  47. Q47medium

    RCC dam construction places concrete in

    1. AThin layers compacted by vibratory rollers
    2. BOnly single pour 100 m high at once always
    3. COnly asphalt paver
    4. DOnly rail tamping
    💡 Explanation:

    RCC allows rapid dam raising with lower cost

  48. Q48medium

    Arch dam suitable when

    1. AWide alluvial valley only
    2. BFlat desert plain only
    3. CSoft clay infinite width
    4. DNarrow canyon with strong rock abutments
    💡 Explanation:

    Geometry and geology must suit arch action

  49. Q49hard

    Buttress dam economic when

    1. AFoundation rock good and wide valley moderate
    2. BOnly marsh without foundation
    3. COnly sand dune
    4. DOnly landfill gas
    💡 Explanation:

    Buttress reduces volume versus solid gravity

  50. Q50Past Paper · PPSC/FPSC/NTShard

    Spillway design flood often based on

    1. AAverage daily flow only
    2. BProbable maximum flood PMF or standard project flood
    3. CZero flood assumption
    4. DOnly garden hose flow
    💡 Explanation:

    Large dams use extreme flood criteria

  51. Q51medium

    Afflux upstream of dam raises

    1. ARunway elevation
    2. BRail level always down
    3. CWater surface elevation during flood
    4. DBuilding floor always
    💡 Explanation:

    Backwater affects bridges and property limits

  52. Q52easy

    Dead storage in reservoir holds

    1. ASediment below intake level
    2. BOnly aviation fuel
    3. COnly railway coal
    4. DOnly fresh air
    💡 Explanation:

    Dead pool cannot be used for supply or power

  53. Q53easy

    Live storage used for

    1. AOnly permanent sediment trap
    2. BOnly fish pond without use
    3. CIrrigation power and supply
    4. DOnly decoration
    💡 Explanation:

    Active conservation storage between dead and full levels

  54. Q54hard

    Rule curve for reservoir operation guides

    1. AOnly paint schedule
    2. BRelease versus storage through season
    3. COnly staff roster colour
    4. DOnly cricket fixture
    💡 Explanation:

    Operating rules balance flood control irrigation power

  55. Q55medium

    Low level outlet provides

    1. AOnly aircraft refueling
    2. BOnly harbour dredging
    3. COnly highway lighting
    4. DDrawdown and emergency release at depth
    💡 Explanation:

    Outlet works release water when spillway insufficient

  56. Q56easy

    Fish ladder at dam allows

    1. AOnly sediment passage always
    2. BMigration past obstruction
    3. COnly boats only without water
    4. DOnly rail wagons
    💡 Explanation:

    Environmental mitigation on some projects

  57. Q57medium

    Instrumentation on dam includes

    1. APiezometers extensometers and seismographs
    2. BOnly decorative lights
    3. COnly billboard
    4. DOnly café meter
    💡 Explanation:

    Monitoring detects abnormal behaviour early

  58. Q58Past Paper · PPSC/FPSC/NTSmedium

    Piezometer measures

    1. AWind speed
    2. BAir traffic
    3. CPore water pressure in dam or foundation
    4. DBitumen penetration
    💡 Explanation:

    Excess pore pressure warns of seepage problems

  59. Q59hard

    Drawdown curve during rapid reservoir lowering can cause

    1. AImproved rail alignment
    2. BLonger runway always
    3. CHigher harbour tide
    4. DSlope instability in upstream embankment
    💡 Explanation:

    Sudden drawdown increases seepage forces on slopes

  60. Q60medium

    Gallery drainage holes relieve

    1. ATraffic congestion
    2. BAircraft delay
    3. CUplift and seepage in concrete dam
    4. DBuilding HVAC only
    💡 Explanation:

    Drains lower pressure behind face

  61. Q61hard

    Spillway chute blocks or dentated sill enhance

    1. AEnergy dissipation in stilling basin
    2. BVehicle speed on highway
    3. CTrain acceleration
    4. DShip berthing speed
    💡 Explanation:

    Accessories stabilize jump and reduce exit velocity

  62. Q62hard

    Emergency spillway or fuse plug used when

    1. ANever needed on any dam
    2. BOnly for buildings
    3. COnly for highways
    4. DAuxiliary capacity needed beyond main spillway
    💡 Explanation:

    Erosion-resistant fuse plug lowers crest in extreme flood

  63. Q63Past Paper · PPSC/FPSC/NTSmedium

    Zoning in earth dam may include

    1. AOnly single homogeneous fill always without design
    2. BFilter drain shell and core
    3. COnly asphalt runway layer
    4. DOnly rail ballast
    💡 Explanation:

    Internal filters prevent piping between materials

  64. Q64medium

    Homogeneous earth dam relies on

    1. AZero thickness core always impossible
    2. BOnly steel plate face always
    3. CLow permeability fill and controlled seepage
    4. DOnly open mesh
    💡 Explanation:

    Homogeneous section simpler but needs adequate width

  65. Q65medium

    Hydraulic height of dam is

    1. ARunway length
    2. BDifference between max pool and downstream toe elevation
    3. CRail gauge
    4. DBuilding height limit city
    💡 Explanation:

    Height parameter in hazard classification

  66. Q66hard

    Probable maximum precipitation used to estimate

    1. ADaily office rainfall average only
    2. BZero rain forever
    3. COnly fog
    4. DExtreme inflow to reservoir
    💡 Explanation:

    PMP drives spillway inflow design storms

  67. Q67hard

    Routing flood through reservoir uses

    1. AStorage and outflow relationship
    2. BOnly paint viscosity
    3. COnly soil colour
    4. DOnly signal cycle
    💡 Explanation:

    Flood routing mass balance inflow outflow storage change

  68. Q68medium

    Penstock bifurcation near powerhouse splits flow to

    1. AHighway lanes
    2. BMultiple turbine units
    3. CRail tracks
    4. DHarbour berths
    💡 Explanation:

    Manifold distributes design discharge

  69. Q69easy

    Trash rack at intake stops

    1. AAll dissolved salts
    2. BAll fish always without exception
    3. CAll water
    4. DLarge debris entering penstock
    💡 Explanation:

    Racks protect turbines from logs ice debris

  70. Q70hard

    Cavitation in spillway or turbine occurs when

    1. ALocal pressure drops below vapor pressure
    2. BConcrete always gains strength
    3. CWater becomes solid ice instantly always
    4. DAir becomes liquid
    💡 Explanation:

    Cavitation damages concrete and metal surfaces