A. Contour line
B. Counter interval
D. Gradient
B. All are correct
C. No-Artesian aquifer
D. Un-confined aquifer
A. Dates
B. Mango
D. Orange
A. Normal flow
B. Sub-critical flow
D. Shooting flow
A. absolute pressure
B. Vacuum pressure
C. Atmospheric pressure
A. Specific volume
D. Specific retention
A. Turbulent flow
B. Laminar flow
C. Circular flow
A. Soil stabilization
C. All are correct
D. Compaction
A. 60 mg/litre
C. 40 mg/litre
D. 30 mg/litre
A. 100
B. 120
D. 90
B. 96%
C. 95%
D. 97%
A. Water pressure
B. Uplift pressure
D. All the above
A. Syphon
B. Chute
D. A tunnel
A. 3 4m/sec
B. 5 6m/sec
D. 6 7m/sec
C. Face of dam
D. Top of dam
A. Bottom width of channel
B. Depth of channel
C. None of these
A. Archimeds law
C. None
D. Darcys law
A. Alluvial canal
C. A regime canal
D. Stable canal
A. 1/2 WH
D. WH
A. Concrete dam
B. Buttress dam
D. Arch dam
B. Top of pipe
C. Bottom of pipe
D. All are correct
A. Ryves formula
C. Dickens formula
D. Inglis formula
A. Kabul
B. Haro
D. Hub
A. Water surface
C. Velocity head
D. Pressure head + velocity head
A. Angle of repose
D. Angle of internal friction
B. Arch dam
C. Coffer dam
D. Buttress dam
A. uniform flow
B. Steady flow
C. Transitional flow
A. Hurricane
C. Convective
D. Orographic
A. Fertilization
C. Growing crops
D. Water application
A. Flood protective bund
B. Dyke
D. Embankment
A. Fungi bacteria i
C. Algai bacteria
D. Insects
A. Gravity dam
B. Coffer dam
C. Detention dam
B. Effective water
C. Soil-moisture content
B. Colloids
C. Fine clay particles
B. Capillary rise is significant
C. Mass density
D. Mass weight
A. all are correct
B. Water management
D. crop farming
A. Compressible
B. Rotational
C. Turbulent
A. Within the middle third of base
B. At the heel
C. At centre of base
A. Circular
C. Square
C. Capillary water
D. Irrigation water
A. 75%
B. 70%
D. 85%
A. 2
C. 1.2
D. 1.5
A. Irrigation Engineer
B. Chartered Engineer
A. None of these
C. H/2
D. 2H/3
A. Soil saturation
D. Moisture content
B. Expandable
D. Compressible
A. Sub-mountainous stage
B. Mountainous stage
C. trough stage
A. Ground flow
B. Sub-surface flow
A. 100 cm
B. 70 cm
C. 80 cm
C. Sub-critical depth
D. Super critical depth
Showing 3901 to 3950 of 5608 mcqs