A. Piping
B. Undermining
C. Seeping length
A. Surface floats
C. Dicknes formula
D. Current meter
A. Guide bank
C. Protective wall
D. Toe wall
A. Nucleus seed
C. Certified seed
D. Foundation seed
B. Viscosity
C. Cohesion
D. Adhesion
A. Marginal Embankment
C. River controlling works
D. Guide Banks
A. Hypogeal germination
C. Both of the above
D. non of these
A. Desalinization
B. Mixing of water
D. All are correct
B. Perennial canals
C. Water shed canals
D. Non-perennial canals
A. Streak lines
B. Equipotential lines
D. Section lines
A. Mid June to mid July
B. non of these
C. Mid March to mid April
A. G.arbarieum and G.herbaceum
B. G.arbarieum and G. rainmundii
D. G.arbarieum and G.barbadense
A. Geology
C. Horticulture
D. Petrology
A. Velocity head + potential head + datum head
C. Velocity head + kinetic head + datum head
D. The energy head + potential head + datum head
A. Proportionally
B. Sensitivity
D. Flow abili
A. Broad crested weir
C. Non-gravity weir
D. Cippollite weir
A. 2.0 2.5 m/sec
B. 3.5 4.0 m/sec
C. 2.5 3 m/sec
A. 30
C. 35
D. 45
A. Saturation vapour pressure
C. Actual vapour pressure
D. Partial pressure
A. High floods
B. Storm flood
C. Intensive flood
A. Kenya and South Africa
C. Indonesia and Central America
D. Ethipia and South Africa
A. Embankment
B. Levees
D. Banks
A. 3 to 5
B. 2.0 to 4.0
D. 2.5 to 4.5
A. Coefficient of resistance
B. All are correct
D. Coefficient of internal friction
A. 5.75
B. 3.5
D. 3.75
A. Equivalent moisture
B. Hygroscopic moisture
D. Unavailable moisture
A. Evaporation losses
B. Seepage losses
D. Percolation losses
B. Super passage
C. Syphon Aqueduct
D. Aqueduct
A. Canal level
B. FSL
C. HFL
A. Lane
B. Darcy
B. Storm water flood
C. Very high flood
D. Standard flood
B. G. arborium
C. G. barb dense
D. Non of these
A. All the above
B. Sliding
D. Crushing
A. Bottom to top
B. Up stream to down stream
C. Top to bottom
A. Darcy,s law
C. Reynolds
D. Webber
A. Specific weight
B. Specific gravity
D. None of these
A. Islamabad
B. Rawalpindi
D. Peshawar
A. Drainage crossing
C. Canal crossing
D. Super passage
B. Sediment river
C. Stable river
D. Sub-stable river
A. Cippoletti weir
C. Broad crested weir
D. Sharp edged orifice
A. 1020kg/m3
C. 1100kg/m3
D. 960kg/m3
A. Free
B. Hygroscopic
D. Capillary
A. Balanced exit gradient
B. Submerged exit gradient
C. All are correct
A. Law of gravity
B. Newtons law of otion
A. Stable
B. Rocky
C. Impermeable
A. Bromoxy nil
B. Loxynil
D. Trifluration
A. SPD
C. RBD
D. AD
B. Surface tension
B. Head loss
C. Exit gradient
D. Creep length
A. Silt control structures
B. Vortex pipes
C. Silt ejectors
Showing 651 to 700 of 5608 mcqs