License Preparation NepalNEC CIVILGitBook practice — Set 3 (Ashadh, 2081)
Full marks: 77 · Questions: 77
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DThe point where curve joins the forward tangent
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ASudden compression of soil
BTilting and failure of structure
CGradual expansion of pore water
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APath of particle of water through a saturated soil mass
BLine connecting points of equal head of water
CFlow of movement of fine particles of soil
DDirection of the flow particle
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APerpendicular to the equipotential lines
BProportional to the exit gradient
CProportional to the head loss
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AShear stress is directly proportional to the velocity gradient
BShear stress is directly proportional to the velocity gradient
CShear stress is directly proportional to shear strain
DShear stress is directly proportional to the viscosity
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AVelocity at a point in a fluid
BPressure at a point in a fluid
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AThe flow is uniform, steady and incompressible
BThe flow is steady, non-viscous, incompressible and irrotational
CThe flow is non-viscous, uniform and steady
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CWithin a cylindrical depth
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ASum of losses in each pipe only
CSum of local losses plus the losses in each pipe
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A3EIPL3 B3EIPL3 C8EIPL3 23Question bank
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C∫rAI 26Question bank
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AIs not economical and hence not generally used
BIs economical for large spans and is adopted nowadays
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AMaximum flow / Average flow
BMinimum flow / Average flow
CMaximum flow / Minimum flow
DMinimum flow / Maximum flow
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AEnvironment Protection Audit
BEnvironment Protection Act
CEnvironment Planning Assessment
DEnvironment Protection Assessment
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ATo reduce percolation from canals and water courses
BTo increase outflow from the groundwater reservoir
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ATo regulate water supply in the distributaries
BTo increase water head upstream when a main canal is running with low supplies
CTo overflow excessive flow water
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AIncrease in intensity of rain
CIncrease in infiltration capacity
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BIncrease in infiltration capacity
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CBy inclined struct member
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ATo withdraw the required amount of sediment-free water from river
CTo control the water hammer pressure
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ATo control suspended particle
BTo control volume of water
CTo control the hydraulic transient
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ARequired speed to develop unit power under unit head
BRequired speed to develop unit power under unit discharge
CRequired speed to develop unit frequency under unit head
DRequired speed to develop unit head under unit power
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Cpartially separate system
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Aincreasing the depth of footing
Bdraining the sub-soil water
Cramming the granular material like crushed stone in the soil
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Acontracts a river channel to improve its depth
Bsilts up the area in the vicinity by creating a slack flow
Ctrains the flow along a certain course
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Aequal weightage to the horizontal and vertical creep
Bmore weightage to horizontal creep than vertical creep
Cless weightage to horizontal creep than vertical creep
Dloss of head follows the sine curve
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ATo withdraw the required amount of sediment free water from river
CTo control the water hammer pressure
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ATo increase the pressure from the vacuum pressure
BTo reduce the pressure than outlet of turbine
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ASediment Load / (Density of sediment × Packing factor)
BDensity of sediment / (Sediment load × Packing factor)
CPacking factor / (Sediment load × Density of sediment)