Dams and Hydraulic Structures MCQs 2026

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

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Page 1 of 1 Questions 110 of 70
  1. Q1 Past Paper · PPSC/FPSC/NTS medium

    Zoning in earth dam may include

    1. A Only single homogeneous fill always without design
    2. B Filter drain shell and core
    3. C Only asphalt runway layer
    4. D Only rail ballast
    💡 Explanation:

    Internal filters prevent piping between materials

  2. Q2 Past Paper · PPSC/FPSC/NTS easy

    Gravity dam resists water pressure mainly by

    1. A Its own weight
    2. B Tension in thin arch only
    3. C Cable stay force
    4. D Air pressure in hollow
    💡 Explanation:

    Concrete gravity section stable against overturning and sliding

  3. Q3 Past Paper · PPSC/FPSC/NTS medium

    Arch dam transfers load to

    1. A Only reservoir water directly upward
    2. B Abutments through arch action
    3. C Only downstream air
    4. D Only penstock flow
    💡 Explanation:

    Thin arch efficient in narrow rocky gorges

  4. Q4 medium

    Buttress dam has

    1. A Only earth embankment
    2. B Only steel truss runway
    3. C Only harbour breakwater crown
    4. D Sloping deck supported on triangular walls
    💡 Explanation:

    Buttresses spaced reduce concrete volume

  5. Q5 Past Paper · PPSC/FPSC/NTS easy

    Earth dam core function is

    1. A Decorative surface only
    2. B Load from aircraft
    3. C Impervious barrier against seepage
    4. D Rail vibration damping
    💡 Explanation:

    Central clay core or asphalt face limits leakage

  6. Q6 Past Paper · PPSC/FPSC/NTS easy

    Spillway safely passes

    1. A Flood flow exceeding reservoir storage
    2. B Only sediment always
    3. C Only fish migration only
    4. D Only penstock maintenance
    💡 Explanation:

    Spillway prevents overtopping failure of dam

  7. Q7 Past Paper · PPSC/FPSC/NTS medium

    Ogee spillway profile matches

    1. A Upper surface of aircraft wing
    2. B Lower nappe of free falling jet
    3. C Railway rail head
    4. D Harbour quay face
    💡 Explanation:

    Ogee shape ensures controlled flow and aeration

  8. Q8 Past Paper · PPSC/FPSC/NTS medium

    Energy dissipator downstream of spillway prevents

    1. A Scour in riverbed
    2. B Evaporation in reservoir
    3. C Wind on runway
    4. D Noise in city only
    💡 Explanation:

    Hydraulic jump basin stilling blocks reduce exit velocity

  9. Q9 medium

    Stilling basin designed for

    1. A Aircraft landing roll
    2. B Rail shunting
    3. C Building HVAC
    4. D Hydraulic jump to dissipate kinetic energy
    💡 Explanation:

    Basin dimensions fix jump location and stability

  10. Q10 easy

    Gallery inside dam used for

    1. A Public shopping mall
    2. B Aircraft hangar
    3. C Inspection grouting drainage and instrumentation
    4. D Railway station
    💡 Explanation:

    Gallery monitors seepage and structural behaviour

  11. Q11 Past Paper · PPSC/FPSC/NTS medium

    Grout curtain reduces

    1. A Wind load on building
    2. B Foundation seepage under dam
    3. C Traffic ESAL
    4. D Harbour wave height
    💡 Explanation:

    Deep holes filled with cement grout seal rock joints

  12. Q12 Past Paper · PPSC/FPSC/NTS medium

    Phreatic line in earth dam should remain

    1. A Below downstream toe
    2. B Above crest always
    3. C At runway level
    4. D Inside penstock
    💡 Explanation:

    Seepage line indicates unsaturated zone safety

  13. Q13 Past Paper · PPSC/FPSC/NTS easy

    Freeboard on dam crest provides

    1. A Decorative height only
    2. B Margin against wave overtopping
    3. C Railway platform width
    4. D Harbour berth depth
    💡 Explanation:

    Freeboard = normal pool to crest minus wave setup

  14. Q14 Past Paper · PPSC/FPSC/NTS hard

    Uplift pressure on gravity dam reduces

    1. A Shear strength of steel rail
    2. B Wind on airport
    3. C LoS on highway
    4. D Effective normal stress on base
    💡 Explanation:

    Drainage and cutoff reduce harmful uplift

  15. Q15 Past Paper · PPSC/FPSC/NTS easy

    Reservoir sedimentation reduces

    1. A Concrete strength gain
    2. B Rail gauge
    3. C Storage capacity over time
    4. D Runway length need
    💡 Explanation:

    Indus tributaries carry high sediment affecting Tarbela Mangla

  16. Q16 Past Paper · PPSC/FPSC/NTS medium

    Diversion tunnel during dam construction carries

    1. A River flow around work site
    2. B Only aircraft taxi
    3. C Only rail freight
    4. D Only municipal sewer
    💡 Explanation:

    Cofferdam and tunnel divert river for dry foundation

  17. Q17 easy

    Cofferdam is

    1. A Permanent spillway
    2. B Temporary enclosure for construction in water
    3. C Aircraft shelter
    4. D Railway bridge always
    💡 Explanation:

    Rockfill or sheet pile cofferdam protects excavation

  18. Q18 easy

    Intake structure withdraws

    1. A Only sediment for landfill
    2. B Only fish without water
    3. C Water from reservoir for power or irrigation
    4. D Only air for penstock
    💡 Explanation:

    Intake screens trash racks and gates control flow

  19. Q19 Past Paper · PPSC/FPSC/NTS easy

    Penstock conveys

    1. A Only wind to generator
    2. B Only rail traffic
    3. C Only harbour cargo
    4. D Pressurized water to turbine
    💡 Explanation:

    Steel or concrete lined pipe withstands high head

  20. Q20 Past Paper · PPSC/FPSC/NTS medium

    Surge tank on hydropower scheme controls

    1. A Aircraft crosswind
    2. B Highway superelevation
    3. C Pressure transients from load changes
    4. D Building live load
    💡 Explanation:

    Surge tank absorbs water hammer in long penstock

  21. Q21 easy

    Tailrace channel returns

    1. A Fuel to aircraft
    2. B Turbine discharge to river
    3. C Ballast to railway
    4. D Silt to harbour only
    💡 Explanation:

    Tailwater level affects turbine output

  22. Q22 Past Paper · PPSC/FPSC/NTS easy

    Tarbela dam on Indus is primarily

    1. A Thin arch only
    2. B Small weir only
    3. C Harbour breakwater
    4. D Earth and rockfill dam
    💡 Explanation:

    Tarbela major storage and power for Pakistan

  23. Q23 Past Paper · PPSC/FPSC/NTS easy

    Mangla dam primarily serves

    1. A Storage and power on Jhelum
    2. B Airport runway irrigation
    3. C Railway electrification only
    4. D Urban metro only
    💡 Explanation:

    Mangla one of oldest large dams of Pakistan

  24. Q24 Past Paper · PPSC/FPSC/NTS medium

    Diamer Basha dam planned as

    1. A Small farm pond
    2. B Highway culvert
    3. C Large roller compacted concrete dam
    4. D Building basement
    💡 Explanation:

    DBC on Indus adds storage and flood control

  25. Q25 Past Paper · PPSC/FPSC/NTS hard

    Factor of safety against sliding on gravity dam considers

    1. A Only paint thickness
    2. B Only wind on sign
    3. C Only toll revenue
    4. D Resisting friction and cohesion versus driving force
    💡 Explanation:

    Sliding along foundation plane critical check

  26. Q26 hard

    Ice load on dam in cold regions adds to

    1. A Horizontal pressure on structure
    2. B Only runway friction
    3. C Only harbour tide
    4. D Only traffic signal
    💡 Explanation:

    Less relevant in Pakistan lowland dams but in high altitude

  27. Q27 Past Paper · PPSC/FPSC/NTS medium

    Earthquake load on dam analysed using

    1. A Only manual guess
    2. B Pseudo-static or dynamic analysis per guidelines
    3. C Only traffic count
    4. D Only rainfall colour
    💡 Explanation:

    Seismic coefficients per building codes for dams

  28. Q28 Past Paper · PPSC/FPSC/NTS hard

    Piping failure in earth dam occurs when

    1. A Only concrete cures
    2. B Only paint dries
    3. C Seepage erodes fine particles along concentrated path
    4. D Only rail expands
    💡 Explanation:

    Piping can lead to sudden breach; filters prevent it

  29. Q29 medium

    Horizontal drain on downstream toe of earth dam

    1. A Increases uplift always
    2. B Lowers phreatic line and controls seepage exit
    3. C Blocks all drainage
    4. D Heats concrete
    💡 Explanation:

    Toe drain collects seepage safely

  30. Q30 easy

    Riprap on upstream slope protects against

    1. A Rail creep
    2. B Aircraft jet blast
    3. C Building fire
    4. D Wave erosion
    💡 Explanation:

    Rock armour resists reservoir wave action

  31. Q31 medium

    RCC dam construction places concrete in

    1. A Thin layers compacted by vibratory rollers
    2. B Only single pour 100 m high at once always
    3. C Only asphalt paver
    4. D Only rail tamping
    💡 Explanation:

    RCC allows rapid dam raising with lower cost

  32. Q32 medium

    Arch dam suitable when

    1. A Wide alluvial valley only
    2. B Flat desert plain only
    3. C Soft clay infinite width
    4. D Narrow canyon with strong rock abutments
    💡 Explanation:

    Geometry and geology must suit arch action

  33. Q33 hard

    Buttress dam economic when

    1. A Foundation rock good and wide valley moderate
    2. B Only marsh without foundation
    3. C Only sand dune
    4. D Only landfill gas
    💡 Explanation:

    Buttress reduces volume versus solid gravity

  34. Q34 Past Paper · PPSC/FPSC/NTS hard

    Spillway design flood often based on

    1. A Average daily flow only
    2. B Probable maximum flood PMF or standard project flood
    3. C Zero flood assumption
    4. D Only garden hose flow
    💡 Explanation:

    Large dams use extreme flood criteria

  35. Q35 medium

    Afflux upstream of dam raises

    1. A Runway elevation
    2. B Rail level always down
    3. C Water surface elevation during flood
    4. D Building floor always
    💡 Explanation:

    Backwater affects bridges and property limits

  36. Q36 easy

    Dead storage in reservoir holds

    1. A Sediment below intake level
    2. B Only aviation fuel
    3. C Only railway coal
    4. D Only fresh air
    💡 Explanation:

    Dead pool cannot be used for supply or power

  37. Q37 easy

    Live storage used for

    1. A Only permanent sediment trap
    2. B Only fish pond without use
    3. C Irrigation power and supply
    4. D Only decoration
    💡 Explanation:

    Active conservation storage between dead and full levels

  38. Q38 hard

    Rule curve for reservoir operation guides

    1. A Only paint schedule
    2. B Release versus storage through season
    3. C Only staff roster colour
    4. D Only cricket fixture
    💡 Explanation:

    Operating rules balance flood control irrigation power

  39. Q39 medium

    Low level outlet provides

    1. A Only aircraft refueling
    2. B Only harbour dredging
    3. C Only highway lighting
    4. D Drawdown and emergency release at depth
    💡 Explanation:

    Outlet works release water when spillway insufficient

  40. Q40 easy

    Fish ladder at dam allows

    1. A Only sediment passage always
    2. B Migration past obstruction
    3. C Only boats only without water
    4. D Only rail wagons
    💡 Explanation:

    Environmental mitigation on some projects

  41. Q41 medium

    Instrumentation on dam includes

    1. A Piezometers extensometers and seismographs
    2. B Only decorative lights
    3. C Only billboard
    4. D Only café meter
    💡 Explanation:

    Monitoring detects abnormal behaviour early

  42. Q42 Past Paper · PPSC/FPSC/NTS medium

    Piezometer measures

    1. A Wind speed
    2. B Air traffic
    3. C Pore water pressure in dam or foundation
    4. D Bitumen penetration
    💡 Explanation:

    Excess pore pressure warns of seepage problems

  43. Q43 hard

    Drawdown curve during rapid reservoir lowering can cause

    1. A Improved rail alignment
    2. B Longer runway always
    3. C Higher harbour tide
    4. D Slope instability in upstream embankment
    💡 Explanation:

    Sudden drawdown increases seepage forces on slopes

  44. Q44 medium

    Gallery drainage holes relieve

    1. A Traffic congestion
    2. B Aircraft delay
    3. C Uplift and seepage in concrete dam
    4. D Building HVAC only
    💡 Explanation:

    Drains lower pressure behind face

  45. Q45 hard

    Spillway chute blocks or dentated sill enhance

    1. A Energy dissipation in stilling basin
    2. B Vehicle speed on highway
    3. C Train acceleration
    4. D Ship berthing speed
    💡 Explanation:

    Accessories stabilize jump and reduce exit velocity

  46. Q46 hard

    Emergency spillway or fuse plug used when

    1. A Never needed on any dam
    2. B Only for buildings
    3. C Only for highways
    4. D Auxiliary capacity needed beyond main spillway
    💡 Explanation:

    Erosion-resistant fuse plug lowers crest in extreme flood

  47. Q47 medium

    Homogeneous earth dam relies on

    1. A Zero thickness core always impossible
    2. B Only steel plate face always
    3. C Low permeability fill and controlled seepage
    4. D Only open mesh
    💡 Explanation:

    Homogeneous section simpler but needs adequate width

  48. Q48 medium

    Hydraulic height of dam is

    1. A Runway length
    2. B Difference between max pool and downstream toe elevation
    3. C Rail gauge
    4. D Building height limit city
    💡 Explanation:

    Height parameter in hazard classification

  49. Q49 hard

    Probable maximum precipitation used to estimate

    1. A Daily office rainfall average only
    2. B Zero rain forever
    3. C Only fog
    4. D Extreme inflow to reservoir
    💡 Explanation:

    PMP drives spillway inflow design storms

  50. Q50 hard

    Routing flood through reservoir uses

    1. A Storage and outflow relationship
    2. B Only paint viscosity
    3. C Only soil colour
    4. D Only signal cycle
    💡 Explanation:

    Flood routing mass balance inflow outflow storage change

  51. Q51 medium

    Penstock bifurcation near powerhouse splits flow to

    1. A Highway lanes
    2. B Multiple turbine units
    3. C Rail tracks
    4. D Harbour berths
    💡 Explanation:

    Manifold distributes design discharge

  52. Q52 easy

    Trash rack at intake stops

    1. A All dissolved salts
    2. B All fish always without exception
    3. C All water
    4. D Large debris entering penstock
    💡 Explanation:

    Racks protect turbines from logs ice debris

  53. Q53 hard

    Cavitation in spillway or turbine occurs when

    1. A Local pressure drops below vapor pressure
    2. B Concrete always gains strength
    3. C Water becomes solid ice instantly always
    4. D Air becomes liquid
    💡 Explanation:

    Cavitation damages concrete and metal surfaces

  54. Q54 hard

    Air entrainment on spillway face reduces

    1. A Dam height requirement always to zero
    2. B Reservoir capacity to zero
    3. C Cavitation damage potential
    4. D Need for any stilling basin always
    💡 Explanation:

    Aerated flow protects ogee surface

  55. Q55 medium

    Regulator dam or weir differs from storage dam by

    1. A Aircraft hangar function
    2. B Railway station function
    3. C Harbour breakwater only ocean
    4. D Limited storage raising river level
    💡 Explanation:

    Headworks divert irrigation water on rivers

  56. Q56 Past Paper · PPSC/FPSC/NTS easy

    Barrage on river like Sukkur Barrage primarily

    1. A Stores multi-year flood only
    2. B Diverts irrigation water with gates
    3. C Serves as airport runway
    4. D Acts as railway bridge only
    💡 Explanation:

    Barrages control level for canal headworks

  57. Q57 hard

    Underground powerhouse advantage is

    1. A Reduced surface environmental impact
    2. B Always cheaper without geology check
    3. C No ventilation needed ever
    4. D No access tunnel needed
    💡 Explanation:

    Cavern housing turbines in mountain projects

  58. Q58 hard

    Dam break analysis provides

    1. A Only runway wind rose
    2. B Only pavement design chart
    3. C Inundation mapping downstream
    4. D Only BOQ format
    💡 Explanation:

    Emergency planning uses breach flood routing

  59. Q59 medium

    Tailwater rating curve relates

    1. A Wind speed to runway length
    2. B ESAL to CBR
    3. C Tide to berth rent
    4. D Discharge to downstream water level
    💡 Explanation:

    Tailwater affects turbine efficiency and draft tube

  60. Q60 Past Paper · PPSC/FPSC/NTS medium

    Sediment flushing through low level outlets helps

    1. A Maintain live storage capacity
    2. B Increase harbour depth always
    3. C Widen railway gauge
    4. D Extend runway only
    💡 Explanation:

    Drawdown flushing vent sediment during monsoon

  61. Q61 Past Paper · PPSC/FPSC/NTS medium

    Dam safety review in Pakistan considers

    1. A Only paint colour
    2. B Only staff uniform
    3. C Seismic hydrologic and structural adequacy
    4. D Only canteen menu
    💡 Explanation:

    Periodic review mandated for large storage dams

  62. Q62 medium

    Wave height on reservoir fetch depends on

    1. A Rail axle load
    2. B Wind speed duration and fetch length
    3. C Highway camber
    4. D Building setback
    💡 Explanation:

    Wind setup added to freeboard on large reservoirs

  63. Q63 easy

    Joint in concrete dam accommodates

    1. A Only aircraft movement
    2. B Only train movement
    3. C Only ship movement
    4. D Temperature and shrinkage movement
    💡 Explanation:

    Water stops and joint fillers prevent leakage

  64. Q64 hard

    Labyrinth weir increases

    1. A Railway curve radius
    2. B Effective crest length for discharge
    3. C Runway width only
    4. D Building floor area
    💡 Explanation:

    Labyrinth spillway passes more flow per width

  65. Q65 hard

    Flip bucket on spillway throws jet

    1. A Away from toe to reduce scour
    2. B Into powerhouse always
    3. C Into intake always
    4. D Into penstock always
    💡 Explanation:

    Ski jump dissipates energy in air and plunge pool

  66. Q66 hard

    Morning glory spillway is

    1. A Highway rotary design
    2. B Railway turntable
    3. C Vertical shaft spillway dropping through dam
    4. D Airport radar
    💡 Explanation:

    Shaft spill used where space limited on crest

  67. Q67 hard

    Earthquake induced hydrodynamic pressure on dam face computed using

    1. A Only manual thumb rule zero
    2. B Only traffic formula
    3. C Only wind formula only
    4. D Westergaard or finite element methods
    💡 Explanation:

    Reservoir water adds inertia load during shaking

  68. Q68 Past Paper · PPSC/FPSC/NTS medium

    Central Asia and Himalayan dams face challenge of

    1. A High sediment load and seismicity
    2. B Zero rainfall always
    3. C No foundation rock ever
    4. D No irrigation demand
    💡 Explanation:

    Pakistan dam design reflects Indus basin conditions

  69. Q69 easy

    Small dam or pond for community irrigation in Punjab often

    1. A Aircraft carrier deck
    2. B Earthen bund with pipe outlet
    3. C Railway terminal
    4. D Harbour container crane
    💡 Explanation:

    Minor irrigation structures common in rural areas

  70. Q70 Past Paper · PPSC/FPSC/NTS easy

    Safety inspection of dam includes checking

    1. A Only office furniture
    2. B Only vehicle polish
    3. C Seepage cracks instrumentation and spillway
    4. D Only uniform buttons
    💡 Explanation:

    Regular inspection prevents catastrophic failure