A. Saturation vapour pressure
B. Partial pressure
C. Actual vapour pressure
A. Discharge
B. All are correct
D. Specific volume
A. Specific yield
C. Field capacity
D. Specific retention
A. 1.3
C. 1.4
D. 1.6
A. 1:2 to 1:4
B. 1:3 to 1:5
D. 1:5 to 1:7
A. All are correct
B. Escape
C. Cross-Regulator
B. Non-alluvial soils
C. Semi-impervious soils
D. Impervious soils
A. 1.33x109km3
C. 1.32x109km3
D. 1.30x109km3
A. Fish pond
B. Fish pool
D. Fish escape
A. Normal
C. Reduces
D. remain stagnant
A. Lacy
B. Darcy
D. Kennedy
A. Not required
C. Equal to
D. Less than
A. Infiltration capacity curve
D. Infiltration capacity
B. Very high flood
C. Storm water flood
D. Standard flood
C. relative humidity
D. Humidity
A. Retaining wall
B. Divide wall
D. Cantilever wall
B. All the above
C. Crushing
D. Sliding
A. Rectangular weir
C. Gravity weir
D. Sharp crested weir
A. 3.5 4.0 m/sec
B. 2.5 3 m/sec
C. 2.0 2.5 m/sec
A. Irrotational flow
B. Laminar flow
C. Stream line flow
A. Afflux
B. Pond level
C. HFL
A. Dangerous condition
C. Hydraulic design condition
D. High flood level
A. Unavailable moisture
B. Equivalent moisture
C. Hygroscopic moisture
B. Low floods
C. High floods
D. Ordinary floods
A. Culturable Commended area
C. Gross commended area
D. Total irrigable Area
A. Bottom to top
B. Up stream to down stream
D. Top to bottom
A. H1/4
C. H1/2
D. H1/3
A. depth/ 4
B. depth/ 3
C. 2 / 3 depth
A. 50cm
C. 40 cm
D. 60cm
A. Sub-surface runoff
B. Base flow
D. Surface runoff
A. Sluice gates
B. Under sluices
C. Head sluices
B. Flow abili
C. Proportionally
D. Sensitivity
A. Piping
B. Up thrust pressure
D. Under mining
A. Non-Uniform
B. Unsteady
C. Uniform
A. Virgin
C. Deltaic
D. Tidal
A. Influent stream
B. Seepage stream
C. Storm water stream
B. None of these
C. Normal depth
D. Full supply depth
B. Attracting
C. Permeable
D. Impermeable
B. Reference point
C. Check point
D. Fixed point
A. Storm runoff
C. Base flow
D. Peak runoff
B. Reduce level
C. Reference point
D. Contour point
A. 4fLv2/gd
B. 4fLv/gd
C. 4fLv/2gd
B. H = v2 / g
C. H = v2 / g2
D. H = v/g
A. Water mixing
C. Water application
A. Useful storage + surcharge storage
B. Useful storage + surcharge storage
D. Useful storage valley storage
A. wh2
C. W.H/2
D. w H
A. 30
C. 45
D. 35
A. Darcy
B. Lane
C. All are correct
A. depth /width ratio
C. depth /Length ratio
D. Length /depth ratio
B. 550 mm
C. 500 mm
D. 450 mm
Showing 151 to 200 of 289 mcqs