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
B. All are correct
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
A. Failure
B. Overturning
D. Suitability
A. Darcy,s law
C. Reynolds
D. Webber
A. Sediment river
B. Sub-stable river
C. Stable river
A. None of these
B. Newtons law of otion
D. Law of gravity
B. Direct rain fall
C. Monsoon rain fall
D. all are correct
B. Creep length
C. Head loss
D. Exit gradient
A. gd2
B. g2d
C. gd
B. Odour
C. Smell
D. Taste
Showing 4051 to 4100 of 5608 mcqs