Open Channel Flow and Coastal Engineering MCQs 2026

54 questions with detailed answers · 25 from past papers · 6 quiz batches available

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Page 1 of 1 Questions 110 of 54
  1. Q1 Past Paper · PPSC/FPSC/NTS easy

    Open channel carriers in Pakistan irrigation include

    1. A Only motorway drainage only always
    2. B Only airport taxiway
    3. C Branch distributaries minors and watercourses
    4. D Only railway culvert only
    💡 Explanation:

    Canal network delivers Indus basin irrigation water

  2. Q2 medium

    Cross regulator in canal system

    1. A Controls water level upstream for rotation
    2. B Stops earthquakes
    3. C Measures wind
    4. D Tests bitumen
    💡 Explanation:

    Allows supply management between reaches

  3. Q3 hard

    Sediment excluder at canal headworks removes

    1. A All water entirely wrong
    2. B Only fish always only
    3. C Only air
    4. D Bed load entering canal
    💡 Explanation:

    Eject sediment to river protect canal capacity

  4. Q4 hard

    Wave refraction bends wave crests toward

    1. A Always offshore deep always wrong
    2. B Mountain peaks
    3. C Shallower regions parallel to depth contours
    4. D Building roofs
    💡 Explanation:

    Refraction concentrates energy on headlands

  5. Q5 hard

    Wave diffraction occurs when

    1. A Waves pass gap or around structure
    2. B Only in pipes
    3. C Only in concrete curing
    4. D Only in soil consolidation
    💡 Explanation:

    Diffraction affects harbour resonance and agitation

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

    Manning formula for open channel flow relates

    1. A Concrete strength and rebar
    2. B Velocity discharge hydraulic radius and slope
    3. C Bitumen penetration and ductility
    4. D Wind speed and runway length
    💡 Explanation:

    V = (1/n) R^(2/3) S^(1/2) for uniform flow

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

    Manning roughness coefficient n lower for

    1. A Smooth concrete lining
    2. B Rough vegetated channel
    3. C Loose boulder bed
    4. D Uncleaned natural swamp
    💡 Explanation:

    Smoother boundary reduces resistance increases velocity

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

    Hydraulic jump occurs when

    1. A Depth constant always
    2. B Flow transitions from supercritical to subcritical
    3. C Only in pipes under pressure always
    4. D Only in air always
    💡 Explanation:

    Jump dissipates energy with turbulent roller

  9. Q9 Past Paper · PPSC/FPSC/NTS medium

    Specific energy at a section is

    1. A Depth plus velocity head relative to bed
    2. B Only pressure head in pipe flow
    3. C Only wind kinetic energy
    4. D Only building live load
    💡 Explanation:

    E = y + V²/2g used for channel transitions

  10. Q10 Past Paper · PPSC/FPSC/NTS medium

    Froude number Fr equals

    1. A Q / A only without gravity
    2. B Manning n only
    3. C V / sqrt(g y)
    4. D Reynolds number always same
    💡 Explanation:

    Fr < 1 subcritical Fr > 1 supercritical flow

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

    Critical depth occurs when

    1. A Maximum channel width
    2. B Zero velocity always
    3. C Maximum Manning n
    4. D Specific energy minimum for given discharge
    💡 Explanation:

    At critical flow Fr = 1

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

    Uniform flow in channel means

    1. A Depth slope velocity constant along reach
    2. B Water surface horizontal always wrong
    3. C Only tidal oscillation
    4. D Only pressurized pipe flow
    💡 Explanation:

    Gradually varied when depth changes along channel

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

    Gradually varied flow profile depends on

    1. A Only paint colour of lining
    2. B Only wind on building
    3. C Bed slope discharge and channel shape versus critical normal depth
    4. D Only railway cant
    💡 Explanation:

    GVF curves M S C types from relative depth and slope

  14. Q14 medium

    Normal depth in uniform flow from

    1. A Random choice
    2. B Manning equation balance for given Q and slope
    3. C Only seismic coefficient
    4. D Only FAR zoning
    💡 Explanation:

    Depth when actual slope equals friction slope

  15. Q15 hard

    Wide rectangular channel hydraulic radius approximates

    1. A Width b always
    2. B Zero always
    3. C b/y always
    4. D Flow depth y
    💡 Explanation:

    R ≈ y when width much greater than depth

  16. Q16 medium

    Chezy formula alternative to Manning uses

    1. A Chezy coefficient C
    2. B Only Darcy friction factor pipe only always
    3. C Only wind drag coefficient
    4. D Only CBR value
    💡 Explanation:

    V = C sqrt(R S) related to Manning n

  17. Q17 hard

    Most economical trapezoidal section for open channel often derived assuming

    1. A Circular pipe always only shape
    2. B Vertical walls infinite cost only always
    3. C No freeboard ever
    4. D Certain side slope and hydraulic radius depth relation
    💡 Explanation:

    Minimizes lining cost for given Q sometimes half hydraulic depth

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

    Freeboard in canal design provides

    1. A Zero safety always
    2. B Margin against wave and operational fluctuations
    3. C Only decoration
    4. D Only fish habitat only purpose
    💡 Explanation:

    Prevents overtopping during surges

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

    Lining of canal reduces

    1. A Flow capacity always decreases always wrong
    2. B Only increases roughness always wrong
    3. C Seepage losses and improves hydraulic efficiency
    4. D Only adds weeds always
    💡 Explanation:

    Concrete brick lining common in Pakistan irrigation

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

    Tidal hydraulics in estuary involves

    1. A Steady uniform flow only always
    2. B Only wind in desert
    3. C Only railway drainage
    4. D Oscillating flow from ocean tides
    💡 Explanation:

    Tide affects navigation depth and salinity intrusion

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

    Significant wave height Hs is

    1. A Average height of highest third of waves
    2. B Minimum wave always
    3. C Single ripple only
    4. D Tsunami height always same statistic
    💡 Explanation:

    Hs used in coastal structure design

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

    Littoral drift transports

    1. A Only water offshore deep only
    2. B Only air wind inland only
    3. C Sediment along coast by wave action
    4. D Only railway ballast
    💡 Explanation:

    Longshore current moves sand along Karachi Gwadar coasts

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

    Groynes built perpendicular to coast trap

    1. A All water permanently
    2. B Sediment on updrift side
    3. C Only wind
    4. D Only ships
    💡 Explanation:

    Groynes control erosion but may starve downdrift beaches

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

    Seawall purpose is

    1. A Protect land from wave attack
    2. B Increase wave height landward always purpose wrong
    3. C Only harbour shipping channel dredge
    4. D Only road camber
    💡 Explanation:

    Vertical or recurved walls reflect dissipate waves

  25. Q25 easy

    Estuary is

    1. A Dry desert wadi only always
    2. B Tidal mixing zone of river and sea
    3. C Mountain glacier only
    4. D Building basement
    💡 Explanation:

    Brackish water ecosystem and navigation channel

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

    Sediment transport in channels described by

    1. A Only dissolved oxygen
    2. B Only chlorine residual
    3. C Bed load suspended load and wash load
    4. D Only bitumen fumes
    💡 Explanation:

    Total load affects reservoir siltation and scour

  27. Q27 hard

    Shields parameter used for

    1. A Concrete curing
    2. B Asphalt mixing
    3. C Wind on runway
    4. D Incipient motion of bed particles
    💡 Explanation:

    Dimensionless shear versus grain size for sediment start

  28. Q28 easy

    Chezy-Mannings relation n increases with

    1. A Flow velocity always inversely n definition wrong direction question
    2. B Channel roughness
    3. C Channel slope always directly not definition of n
    4. D Water temperature only always
    💡 Explanation:

    Higher n means rougher slower flow

  29. Q29 Past Paper · PPSC/FPSC/NTS easy

    Hydraulic radius defined as

    1. A Width times depth only always without perimeter
    2. B Top width only
    3. C Flow area divided by wetted perimeter
    4. D Volume only
    💡 Explanation:

    Geometric property in resistance formulas

  30. Q30 medium

    Supercritical flow in channel is

    1. A Slow deep always
    2. B Only in pipes always
    3. C Only tidal only
    4. D Rapid shallow Fr greater than 1
    💡 Explanation:

    Supercritical needs controls transitions carefully

  31. Q31 easy

    Broad crested weir used to

    1. A Pave highway
    2. B Measure or control discharge in channels
    3. C Lay railway track
    4. D Build dam only always without weir type
    💡 Explanation:

    Head-discharge relationship for flow measurement

  32. Q32 medium

    Venturi flume measures flow by

    1. A Constriction causing head difference
    2. B Magnetic railway ticket
    3. C Wind pressure on building
    4. D Bitumen softening
    💡 Explanation:

    Critical flow in throat relates Q and head

  33. Q33 Past Paper · PPSC/FPSC/NTS medium

    Afflux upstream of bridge obstruction is

    1. A Decrease always
    2. B Only wind setup on lake unrelated
    3. C Only runway elevation
    4. D Increase in water surface elevation
    💡 Explanation:

    Backwater from pier constriction must be limited

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

    Scour at bridge pier caused by

    1. A Only wind on deck
    2. B Only seismic shake only
    3. C Acceleration and vortices around obstruction
    4. D Only paint loss
    💡 Explanation:

    Deep scour endangers foundation stability

  35. Q35 easy

    Riprap at channel bank protects against

    1. A Only wind erosion always only
    2. B Erosion by flowing water
    3. C Only traffic load
    4. D Only building settlement
    💡 Explanation:

    Rock sizing by velocity and duration

  36. Q36 hard

    Spur dike angled into stream redirects flow to

    1. A Increase erosion same bank always purpose wrong
    2. B Stop river forever completely always
    3. C Only increase navigation always harmful
    4. D Reduce bank erosion on opposite side
    💡 Explanation:

    Spurs shift thalweg away from vulnerable bank

  37. Q37 Past Paper · PPSC/FPSC/NTS hard

    Regime theory in alluvial channels relates

    1. A Width depth slope to discharge and sediment
    2. B Only concrete strength
    3. C Only wind load
    4. D Only runway friction
    💡 Explanation:

    Lacey etc regime equations used in Pakistan canal design

  38. Q38 Past Paper · PPSC/FPSC/NTS hard

    Lacey wetted perimeter formula used in

    1. A Airport runway length
    2. B Harbour berth width only
    3. C Alluvial channel design in Pakistan
    4. D Building column design
    💡 Explanation:

    Regime theory from Indian subcontinent irrigation practice

  39. Q39 hard

    Critical slope for given Q makes

    1. A Always zero slope
    2. B Always infinite slope
    3. C Always subcritical only
    4. D Normal depth equal critical depth
    💡 Explanation:

    At critical slope uniform flow at critical depth

  40. Q40 hard

    Hydraulic jump conjugate depths from

    1. A Only energy equation alone always insufficient
    2. B Momentum equation across jump
    3. C Only Manning alone
    4. D Only wind chart
    💡 Explanation:

    y1 and y2 related for rectangular channels by momentum

  41. Q41 medium

    Energy dissipation block in stilling basin creates

    1. A Wave reflection at sea wall only unrelated
    2. B Wind turbulence only
    3. C Controlled jump location
    4. D Rail vibration
    💡 Explanation:

    Baffle blocks stabilize jump in spillway basin similar concept

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

    Tidal range is difference between

    1. A High water and low water elevation
    2. B Wind speed max min
    3. C Temperature day night
    4. D Traffic peak off peak
    💡 Explanation:

    Spring neap cycles affect harbour operations

  43. Q43 medium

    Coastal sediment budget balances

    1. A Only concrete production
    2. B Inputs outputs and storage along reach
    3. C Only steel import
    4. D Only labour cost
    💡 Explanation:

    Erosion accretion from rivers littoral drift structures

  44. Q44 medium

    Longshore transport driven by

    1. A Only river discharge alone always perpendicular always wrong
    2. B Only gravity dam seepage
    3. C Oblique wave approach generating alongshore current
    4. D Only building HVAC
    💡 Explanation:

    Wave angle creates swash drift of sand

  45. Q45 medium

    Breakwater shadow zone may cause

    1. A Automatic beach build always
    2. B Zero waves always beneficial always wrong tradeoff
    3. C Only increase ship speed
    4. D Down drift erosion from reduced sediment supply
    💡 Explanation:

    Coastal works have downdrift impacts

  46. Q46 Past Paper · PPSC/FPSC/NTS medium

    Salinity intrusion in estuary worsens when

    1. A River flow low and tide high
    2. B Flood flow maximum always pushes salt out
    3. C Only wind from desert always primary
    4. D Only snow melt in desert none
    💡 Explanation:

    Indus delta channels sensitive to freshwater reduction

  47. Q47 Past Paper · PPSC/FPSC/NTS easy

    Open channel carriers in Pakistan irrigation include

    1. A Only motorway drainage only always
    2. B Only airport taxiway
    3. C Branch distributaries minors and watercourses
    4. D Only railway culvert only
    💡 Explanation:

    Canal network delivers Indus basin irrigation water

  48. Q48 easy

    Check structure in canal regulates

    1. A Vehicle speed on highway
    2. B Water level and discharge downstream
    3. C Aircraft takeoff
    4. D Train timetable
    💡 Explanation:

    Falls regulators turnouts control irrigation delivery

  49. Q49 medium

    Cross regulator in canal system

    1. A Controls water level upstream for rotation
    2. B Stops earthquakes
    3. C Measures wind
    4. D Tests bitumen
    💡 Explanation:

    Allows supply management between reaches

  50. Q50 hard

    Sediment excluder at canal headworks removes

    1. A All water entirely wrong
    2. B Only fish always only
    3. C Only air
    4. D Bed load entering canal
    💡 Explanation:

    Eject sediment to river protect canal capacity

  51. Q51 hard

    Wave refraction bends wave crests toward

    1. A Always offshore deep always wrong
    2. B Mountain peaks
    3. C Shallower regions parallel to depth contours
    4. D Building roofs
    💡 Explanation:

    Refraction concentrates energy on headlands

  52. Q52 hard

    Wave diffraction occurs when

    1. A Waves pass gap or around structure
    2. B Only in pipes
    3. C Only in concrete curing
    4. D Only in soil consolidation
    💡 Explanation:

    Diffraction affects harbour resonance and agitation

  53. Q53 medium

    Run-up on beach is

    1. A Train speed on upgrade
    2. B Vehicle stopping distance
    3. C Building drift
    4. D Max vertical swash extent on slope
    💡 Explanation:

    Run-up height for seawall crest design

  54. Q54 hard

    Coastal groin field design considers

    1. A Only bitumen grade
    2. B Spacing length and sediment transport direction
    3. C Only rebar diameter
    4. D Only zoning FAR
    💡 Explanation:

    Multiple groynes create compartmentalized beaches