Railway Airport and Harbour Engineering MCQs 2026

50 questions with detailed answers · 23 from past papers · 5 quiz batches available

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Page 1 of 1 Questions 110 of 50
  1. Q1 Past Paper · PPSC/FPSC/NTS easy

    Standard gauge for Pakistan Railways is

    1. A 1676 mm
    2. B 1435 mm
    3. C 1000 mm
    4. D 762 mm
    💡 Explanation:

    Broad gauge 5 ft 6 in is standard on Pakistan main lines

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

    Metre gauge corresponds to track width of

    1. A 1676 mm
    2. B 1000 mm
    3. C 1435 mm
    4. D 2000 mm
    💡 Explanation:

    Metre gauge used on some branch lines historically

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

    Cant or superelevation on railway curves compensates

    1. A Wind on harbour walls
    2. B Dam uplift pressure
    3. C Building live load
    4. D Centrifugal force on rolling stock
    💡 Explanation:

    Rail cant balances lateral force at equilibrium speed

  4. Q4 medium

    Transition curve on railways allows

    1. A Gradual introduction of cant and curvature
    2. B Sudden track fracture
    3. C Elimination of sleepers
    4. D Removal of ballast
    💡 Explanation:

    Easement curve reduces jerk entering circular curve

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

    Turnout or points enable

    1. A Aircraft crosswind correction
    2. B Harbour dredging
    3. C Trains to move from one track to another
    4. D Dam grouting
    💡 Explanation:

    Switch and crossing divert trains to siding or loop

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

    Ballast on railway track provides

    1. A Only decorative cover
    2. B Drainage elasticity and load distribution
    3. C Only electrical insulation always
    4. D Only paint protection
    💡 Explanation:

    Crushed stone ballast supports sleepers and drains water

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

    Concrete sleepers offer advantage of

    1. A Longer life and better track stability
    2. B Zero cost always
    3. C No fastening needed ever
    4. D Floating without ballast
    💡 Explanation:

    PSC sleepers resist decay compared to wood in Pakistan climate

  8. Q8 hard

    Railway track modulus depends on

    1. A Only wind rose
    2. B Only tide range
    3. C Ballast sleeper and subgrade stiffness
    4. D Only runway length
    💡 Explanation:

    Track system stiffness affects maintenance and speed

  9. Q9 medium

    Maximum permissible speed on curve reduces with

    1. A Wider harbour berth
    2. B Higher dam freeboard
    3. C Larger building setback
    4. D Sharper curve radius
    💡 Explanation:

    Curve speed limited by cant deficiency and safety

  10. Q10 easy

    Railway alignment in plains prioritizes

    1. A Maximum vertical drop
    2. B Minimum curvature and gradient
    3. C Zero drainage
    4. D Maximum number of reverse curves
    💡 Explanation:

    Economical alignment avoids unnecessary earthwork

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

    Runway orientation at airports uses

    1. A Wind rose to minimize crosswind
    2. B Railway cant diagram
    3. C Dam phreatic line
    4. D Sewer I/I chart
    💡 Explanation:

    Runways aligned with prevailing winds for safe operations

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

    Crosswind component affects

    1. A Railway sleeper spacing
    2. B Aircraft takeoff and landing safety
    3. C Harbour fender only
    4. D Dam gallery width
    💡 Explanation:

    Strong crosswinds limit aircraft control near ground

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

    Runway length requirements depend on

    1. A Only paint colour
    2. B Only terminal architecture
    3. C Only baggage carousel
    4. D Aircraft type elevation and temperature
    💡 Explanation:

    Performance charts account for altitude and heat in Pakistan

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

    ICAO standards govern

    1. A Only railway turnout angle
    2. B Only harbour dredging contract
    3. C International civil aviation design
    4. D Only dam spillway
    💡 Explanation:

    Pakistani airports follow ICAO annexes for safety

  15. Q15 easy

    Taxiway connects

    1. A Dam intake with penstock
    2. B Runway with terminal aprons
    3. C Rail station with harbour
    4. D Sewer manhole with grit chamber
    💡 Explanation:

    Taxiways route aircraft on ground

  16. Q16 easy

    Apron area at airport accommodates

    1. A Railway marshalling
    2. B Breakwater armour
    3. C Oxidation pond
    4. D Aircraft parking and ground servicing
    💡 Explanation:

    Apron supports passenger boarding and fueling

  17. Q17 Past Paper · PPSC/FPSC/NTS easy

    Karachi Jinnah International airport serves as

    1. A Railway freight yard only
    2. B Harbour coal terminal only
    3. C Major hub for Pakistan aviation
    4. D Dam site camp only
    💡 Explanation:

    KHI is busiest airport handling international traffic

  18. Q18 Past Paper · PPSC/FPSC/NTS easy

    Breakwater in harbour protects

    1. A Basin from wave action
    2. B Railway track from rain
    3. C Runway from crosswind only
    4. D Building from live load
    💡 Explanation:

    Breakwaters create calm water for berthing

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

    Rubble mound breakwater uses

    1. A Only rail steel
    2. B Only bitumen mix
    3. C Quarry stone and core material
    4. D Only fresh timber sleepers
    💡 Explanation:

    Armour layers dissipate wave energy at Pakistani ports

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

    Dredging in harbour maintains

    1. A Railway cant excess
    2. B Required navigation channel depth
    3. C Runway cross slope only
    4. D Dam freeboard only
    💡 Explanation:

    Sedimentation reduces depth requiring periodic dredging

  21. Q21 Past Paper · PPSC/FPSC/NTS easy

    Berth is

    1. A Place where vessel moors for loading/unloading
    2. B Railway platform for passengers
    3. C Aircraft parking stand only
    4. D Dam stilling basin
    💡 Explanation:

    Berths equipped with fenders and cargo handling

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

    Tidal range affects harbour design by

    1. A Setting railway gauge
    2. B Choosing runway ILS only
    3. C Designing building HVAC
    4. D Controlling depth and lock gates if any
    💡 Explanation:

    Large tides need longer berths and tidal basins

  23. Q23 medium

    Fender system protects

    1. A Berth structure and vessel hull during mooring
    2. B Railway fish plates
    3. C Runway edge lights only
    4. D Dam grout curtain
    💡 Explanation:

    Rubber or timber fenders absorb berthing energy

  24. Q24 medium

    Navigation channel width depends on

    1. A Railway wagon length only
    2. B Aircraft wingspan on apron only
    3. C Building floor height
    4. D Vessel size and maneuvering requirements
    💡 Explanation:

    Channel dimensions safe for largest design vessel

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

    Karachi Port and Port Qasim serve

    1. A Only inland rail freight
    2. B Only domestic flights
    3. C Major seaborne trade of Pakistan
    4. D Only irrigation canals
    💡 Explanation:

    Southern ports handle bulk import/export cargo

  26. Q26 Past Paper · PPSC/FPSC/NTS medium

    Gwadar port significance includes

    1. A Only local fishing boats
    2. B Deep sea access and CPEC trade route
    3. C Only railway workshop
    4. D Only airport hangar
    💡 Explanation:

    Gwadar provides strategic maritime gateway

  27. Q27 easy

    Railway fish plate joins

    1. A Two rail sections in track
    2. B Harbour fender panels
    3. C Runway concrete slabs
    4. D Dam monoliths
    💡 Explanation:

    Fish plates and bolts maintain rail continuity

  28. Q28 medium

    Railway gauge widening on curves prevents

    1. A Ship listing at berth
    2. B Flange binding on inner rail
    3. C Aircraft yaw on runway
    4. D Building settlement
    💡 Explanation:

    Curve widening accommodates rigid wheelbase

  29. Q29 medium

    Minimum railway curve radius affects

    1. A Harbour tide table only
    2. B Airport wind rose only
    3. C Speed and construction cost
    4. D Building FAR only
    💡 Explanation:

    Tighter curves need speed restrictions and superelevation

  30. Q30 Past Paper · PPSC/FPSC/NTS easy

    Railway level crossing safety requires

    1. A No protection ever
    2. B Only harbour lights
    3. C Only runway PAPI
    4. D Signals and barriers where warranted
    💡 Explanation:

    Protected crossings reduce road-train collisions in Pakistan

  31. Q31 hard

    Airport reference temperature affects

    1. A Rail ballast gradation
    2. B Harbour dredge pump
    3. C Aircraft climb performance
    4. D Dam sediment trap
    💡 Explanation:

    Hot days reduce engine thrust and lift at Pakistani airports

  32. Q32 medium

    Runway gradient limit per ICAO is about

    1. A 10 percent
    2. B 20 percent
    3. C 0 percent only
    4. D 1 to 1.5 percent maximum
    💡 Explanation:

    Excessive longitudinal slope affects aircraft operations

  33. Q33 medium

    Precision approach path indicator PAPI shows

    1. A Rail cant deficiency
    2. B Correct glide path to pilots
    3. C Harbour tidal current
    4. D Dam seepage rate
    💡 Explanation:

    Visual aid for safe landing approach

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

    Harbour silting is caused mainly by

    1. A Sediment transport from rivers and littoral drift
    2. B Railway axle load
    3. C Runway jet blast
    4. D Building dead load
    💡 Explanation:

    River mouths like Indus delta contribute harbour silt

  35. Q35 medium

    Quay wall retains

    1. A Railway embankment only
    2. B Runway shoulder only
    3. C Land behind berth edge
    4. D Dam abutment only
    💡 Explanation:

    Vertical or bulkhead wall supports port backfill

  36. Q36 hard

    Mooring bollard capacity must exceed

    1. A Design mooring line load
    2. B Only aircraft weight
    3. C Only train weight
    4. D Only crane dead load
    💡 Explanation:

    Bollards secure vessels against wind and current

  37. Q37 easy

    Railway station yard includes

    1. A Runway threshold bars
    2. B Breakwater crown
    3. C Dam spillway gates
    4. D Sidings loops and shunting tracks
    💡 Explanation:

    Marshalling yards sort wagons for destination

  38. Q38 hard

    Airport obstacle limitation surfaces protect

    1. A Harbour dredge pipeline only
    2. B Approach and departure airspace
    3. C Rail telegraph only
    4. D Dam gallery only
    💡 Explanation:

    OLS restrict building heights near aerodromes

  39. Q39 medium

    Turning basin in harbour allows

    1. A Vessel rotation before berthing
    2. B Train reversal on main line
    3. C Aircraft U-turn on runway
    4. D Dam gate operation
    💡 Explanation:

    Circular water area for large ship maneuvers

  40. Q40 medium

    Sleeper density affects

    1. A Runway friction only
    2. B Harbour tide only
    3. C Track stiffness and maintenance interval
    4. D Building egress width
    💡 Explanation:

    More sleepers per length improve load spread

  41. Q41 Past Paper · PPSC/FPSC/NTS hard

    Railway creep is

    1. A Harbour wave creep
    2. B Aircraft taxi creep
    3. C Building thermal creep only in structures
    4. D Longitudinal movement of rails under traffic
    💡 Explanation:

    Creep managed by anchors and regular maintenance

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

    Pakistan Railways main line connects

    1. A Only Gwadar to Skardu by air
    2. B Karachi to Peshawar via Lahore
    3. C Only harbour to dam
    4. D Only airport to metro
    💡 Explanation:

    Main line is backbone of freight and passenger rail

  43. Q43 easy

    Jetty extends

    1. A From shore into water for berthing
    2. B From dam into reservoir only
    3. C From runway into taxiway
    4. D From station into yard
    💡 Explanation:

    Piers and jetties reach deeper water

  44. Q44 medium

    Wind shear near airports is hazardous during

    1. A Rail shunting only
    2. B Landing and takeoff phases
    3. C Harbour painting only
    4. D Dam inspection only
    💡 Explanation:

    Sudden wind change causes aircraft control problems

  45. Q45 medium

    Railway rail section IS standard weight relates to

    1. A Harbour fender rubber grade
    2. B Runway marking paint
    3. C Building brick strength
    4. D Load carrying and stiffness
    💡 Explanation:

    Heavier rail sections used on main lines

  46. Q46 hard

    Airfield pavement design uses

    1. A Only CBR for highways only
    2. B Only railway track modulus only
    3. C FAA or ICAO ACN-PCN method
    4. D Only harbour block size only
    💡 Explanation:

    Aircraft gear loads govern pavement thickness

  47. Q47 medium

    Harbour entrance orientation minimizes

    1. A Wave penetration into basin
    2. B Rail noise only
    3. C Runway crosswind only always
    4. D Building solar gain only
    💡 Explanation:

    Entrance alignment reduces downtime from swell

  48. Q48 Past Paper · PPSC/FPSC/NTS medium

    Railway subgrade in Pakistan requires

    1. A Only airport lighting
    2. B Only harbour fender
    3. C Only dam curtain
    4. D Compaction and drainage against monsoon
    💡 Explanation:

    Poor drainage causes track settlement in rains

  49. Q49 medium

    Runway end safety area provides

    1. A Rail buffer stop only location
    2. B Harbour anchor zone only
    3. C Buffer beyond threshold for overruns
    4. D Dam stilling basin only
    💡 Explanation:

    RESA reduces damage if aircraft undershoots

  50. Q50 hard

    Dolphin structure in harbour supports

    1. A Railway signals
    2. B Mooring lines or fender systems
    3. C Runway ILS
    4. D Dam penstock
    💡 Explanation:

    Dolphins stand in water away from quay edge