License Preparation NepalNEC CIVILGitBook practice — Set 5 (Ashoj, 2081)
Full marks: 80 · Questions: 80
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Aliquid limit to plastic limit
Bliquidity index to plasticity index
Cplasticity index to clay fraction
Dplasticity index to shrinkage index
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Cflow lines and equi-potential lines
Dwater particles and their movement in the soil
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Aincreasing the depth of footing
Bdraining the sub-soil water
Cramming granular material like crushed stone into the soil
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Athe rate of flow and time
Bcumulative volume of flow and time
Cthe cumulative discharge and time
Dcumulative volume of flow and the discharge
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Apotential and kinetic heads only
Bpotential and pressure heads only
Ckinetic and pressure heads only
Dpotential, kinetic and pressure heads
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Aflow is laminar inside the boundary layer and turbulent outside
Bflow is turbulent inside the boundary layer and laminar outside
Cflow is laminar both inside and outside of the boundary layer
Dflow is turbulent both inside and outside of the boundary layer
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Dremoval of waste products from sludge
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Athe air circulation is stopped in the root zone due to rise in water table
Bthe soil pores within a depth of 40 cm are saturated
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A2R3V2 B2R3V2 C2R3V2 D2R3V2 27Question bank
BElectrical analogy method
DHydrola's method of independent variables
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Atriangular section with circular bottom for small canals
Btrapezoidal section with rounded corners for large canals
Drectangular section with rounded corners for large canals
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ABy considering without turbulence
BBy considering turbulence
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AWhich convert the electrical energy into mechanical and hydraulic energy
BWhich convert the hydraulic energy into mechanical energy
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Atraffic is in continuous motion
Cvehicles move in the same direction
Dleft turn is relatively easy
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A841×1189 B297×420 C420×594 D594×841 46Question bank
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AMinistry of Forest and Environment (MOFE)
BMinistry of Energy, Water Resources and Irrigation (MOEWRI)
CMinistry of Health and Population (MOHP)
DMinistry of Water Supply (MOWSS)
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AV=EIdx2d2y BV=EIdx3d3y CV=EIdxdy 57Question bank
B36BD3 D2.5BD3 58Question bank
CCircumferential tensile stress
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AL+0.42d˜ BL+2⋅0.42d˜ CL−0.42d˜ DL−2⋅0.4d˜ 60Question bank
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A20 (sin θ−1 ) B20 (cos θ−1 ) C20 (sec θ−1 ) D20 (cos θ−1 ) 63Question bank
Bp⋅3j−2 64Question bank
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AInitial recharge + ground water accretion + precipitation
BPrecipitation + ground water accretion + initial recharge
CPrecipitation - ground water accretion + initial recharge
DPrecipitation - ground water accretion - initial recharge
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AFiltration, screening, sedimentation
BScreening, sedimentation, filtration
CSedimentation, filtration, screening
DScreening, filtration, sedimentation
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Athe air circulation is stopped in the root zone due to rise in water table
Bthe soil pores within a depth of 40 cm are saturated
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A2R3V2 B2R3V2 C2R3V2 D2R3V2 70Question bank
BElectrical analogy method
DHydrola's method of independent variables
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Atriangular section with circular bottom for small canals
Btrapezoidal section with rounded corners for large canals
Drectangular section with rounded corners for large canals
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ABy considering without turbulence
BBy considering turbulence
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AWhich convert the electrical energy into mechanical and hydraulic energy
BWhich convert the hydraulic energy into mechanical energy