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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- Q1 Past Paper · PPSC/FPSC/NTS easy
Open channel carriers in Pakistan irrigation include
💡 Explanation:Canal network delivers Indus basin irrigation water
- Q2 medium
Cross regulator in canal system
💡 Explanation:Allows supply management between reaches
- Q3 hard
Sediment excluder at canal headworks removes
💡 Explanation:Eject sediment to river protect canal capacity
- Q4 hard
Wave refraction bends wave crests toward
💡 Explanation:Refraction concentrates energy on headlands
- Q5 hard
Wave diffraction occurs when
💡 Explanation:Diffraction affects harbour resonance and agitation
- Q6 Past Paper · PPSC/FPSC/NTS easy
Manning formula for open channel flow relates
💡 Explanation:V = (1/n) R^(2/3) S^(1/2) for uniform flow
- Q7 Past Paper · PPSC/FPSC/NTS easy
Manning roughness coefficient n lower for
💡 Explanation:Smoother boundary reduces resistance increases velocity
- Q8 Past Paper · PPSC/FPSC/NTS medium
Hydraulic jump occurs when
💡 Explanation:Jump dissipates energy with turbulent roller
- Q9 Past Paper · PPSC/FPSC/NTS medium
Specific energy at a section is
💡 Explanation:E = y + V²/2g used for channel transitions
- Q10 Past Paper · PPSC/FPSC/NTS medium
Froude number Fr equals
💡 Explanation:Fr < 1 subcritical Fr > 1 supercritical flow
- Q11 Past Paper · PPSC/FPSC/NTS medium
Critical depth occurs when
💡 Explanation:At critical flow Fr = 1
- Q12 Past Paper · PPSC/FPSC/NTS easy
Uniform flow in channel means
💡 Explanation:Gradually varied when depth changes along channel
- Q13 Past Paper · PPSC/FPSC/NTS hard
Gradually varied flow profile depends on
💡 Explanation:GVF curves M S C types from relative depth and slope
- Q14 medium
Normal depth in uniform flow from
💡 Explanation:Depth when actual slope equals friction slope
- Q15 hard
Wide rectangular channel hydraulic radius approximates
💡 Explanation:R ≈ y when width much greater than depth
- Q16 medium
Chezy formula alternative to Manning uses
💡 Explanation:V = C sqrt(R S) related to Manning n
- Q17 hard
Most economical trapezoidal section for open channel often derived assuming
💡 Explanation:Minimizes lining cost for given Q sometimes half hydraulic depth
- Q18 Past Paper · PPSC/FPSC/NTS easy
Freeboard in canal design provides
💡 Explanation:Prevents overtopping during surges
- Q19 Past Paper · PPSC/FPSC/NTS easy
Lining of canal reduces
💡 Explanation:Concrete brick lining common in Pakistan irrigation
- Q20 Past Paper · PPSC/FPSC/NTS medium
Tidal hydraulics in estuary involves
💡 Explanation:Tide affects navigation depth and salinity intrusion
- Q21 Past Paper · PPSC/FPSC/NTS medium
Significant wave height Hs is
💡 Explanation:Hs used in coastal structure design
- Q22 Past Paper · PPSC/FPSC/NTS medium
Littoral drift transports
💡 Explanation:Longshore current moves sand along Karachi Gwadar coasts
- Q23 Past Paper · PPSC/FPSC/NTS medium
Groynes built perpendicular to coast trap
💡 Explanation:Groynes control erosion but may starve downdrift beaches
- Q24 Past Paper · PPSC/FPSC/NTS easy
Seawall purpose is
💡 Explanation:Vertical or recurved walls reflect dissipate waves
- Q25 easy
Estuary is
💡 Explanation:Brackish water ecosystem and navigation channel
- Q26 Past Paper · PPSC/FPSC/NTS medium
Sediment transport in channels described by
💡 Explanation:Total load affects reservoir siltation and scour
- Q27 hard
Shields parameter used for
💡 Explanation:Dimensionless shear versus grain size for sediment start
- Q28 easy
Chezy-Mannings relation n increases with
💡 Explanation:Higher n means rougher slower flow
- Q29 Past Paper · PPSC/FPSC/NTS easy
Hydraulic radius defined as
💡 Explanation:Geometric property in resistance formulas
- Q30 medium
Supercritical flow in channel is
💡 Explanation:Supercritical needs controls transitions carefully
- Q31 easy
Broad crested weir used to
💡 Explanation:Head-discharge relationship for flow measurement
- Q32 medium
Venturi flume measures flow by
💡 Explanation:Critical flow in throat relates Q and head
- Q33 Past Paper · PPSC/FPSC/NTS medium
Afflux upstream of bridge obstruction is
💡 Explanation:Backwater from pier constriction must be limited
- Q34 Past Paper · PPSC/FPSC/NTS medium
Scour at bridge pier caused by
💡 Explanation:Deep scour endangers foundation stability
- Q35 easy
Riprap at channel bank protects against
💡 Explanation:Rock sizing by velocity and duration
- Q36 hard
Spur dike angled into stream redirects flow to
💡 Explanation:Spurs shift thalweg away from vulnerable bank
- Q37 Past Paper · PPSC/FPSC/NTS hard
Regime theory in alluvial channels relates
💡 Explanation:Lacey etc regime equations used in Pakistan canal design
- Q38 Past Paper · PPSC/FPSC/NTS hard
Lacey wetted perimeter formula used in
💡 Explanation:Regime theory from Indian subcontinent irrigation practice
- Q39 hard
Critical slope for given Q makes
💡 Explanation:At critical slope uniform flow at critical depth
- Q40 hard
Hydraulic jump conjugate depths from
💡 Explanation:y1 and y2 related for rectangular channels by momentum
- Q41 medium
Energy dissipation block in stilling basin creates
💡 Explanation:Baffle blocks stabilize jump in spillway basin similar concept
- Q42 Past Paper · PPSC/FPSC/NTS easy
Tidal range is difference between
💡 Explanation:Spring neap cycles affect harbour operations
- Q43 medium
Coastal sediment budget balances
💡 Explanation:Erosion accretion from rivers littoral drift structures
- Q44 medium
Longshore transport driven by
💡 Explanation:Wave angle creates swash drift of sand
- Q45 medium
Breakwater shadow zone may cause
💡 Explanation:Coastal works have downdrift impacts
- Q46 Past Paper · PPSC/FPSC/NTS medium
Salinity intrusion in estuary worsens when
💡 Explanation:Indus delta channels sensitive to freshwater reduction
- Q47 Past Paper · PPSC/FPSC/NTS easy
Open channel carriers in Pakistan irrigation include
💡 Explanation:Canal network delivers Indus basin irrigation water
- Q48 easy
Check structure in canal regulates
💡 Explanation:Falls regulators turnouts control irrigation delivery
- Q49 medium
Cross regulator in canal system
💡 Explanation:Allows supply management between reaches
- Q50 hard
Sediment excluder at canal headworks removes
💡 Explanation:Eject sediment to river protect canal capacity
- Q51 hard
Wave refraction bends wave crests toward
💡 Explanation:Refraction concentrates energy on headlands
- Q52 hard
Wave diffraction occurs when
💡 Explanation:Diffraction affects harbour resonance and agitation
- Q53 medium
Run-up on beach is
💡 Explanation:Run-up height for seawall crest design
- Q54 hard
Coastal groin field design considers
💡 Explanation:Multiple groynes create compartmentalized beaches