A. Creep theory
C. Method of cutoffs
D. Theory of seepage
B. 7<sup>th</sup> century AD
C. 10<sup>th</sup> century AD
D. 5<sup>th</sup> century AD
B. Pilot tube
C. Chezys formula
D. Kutters formula
B. Afflux
C. Down stream water depth
D. Final depth
A. William Black
B. Thomas Hough ten
D. Thomas Wilson
C. Water tide
D. Water wave
A. Total irrigable Area
B. Gross commended area
C. Culturable Commended area
A. Equal
B. Zero
C. More
A. Inlet
C. Exit
D. Module
A. borrow pitting
C. Earth filling
D. Cavitations
A. Always below the centre of gravity of the area
B. Independent of the inclination of area
D. Coincident with centroid of area if its plane is vertical
A. Stone boom
B. Stone blocks
C. Stone apron
A. Thermophytes
B. Hydrophytes
D. Haplophytes
A. High floods
C. Ordinary floods
D. Low floods
B. Mass curve
C. All are correct
D. Volume curve
A. Under mining
B. Piping
D. Up thrust
A. Out of
B. Above
C. Below
B. H1/3
C. H1/2
D. H1/4
A. Tetraploid
B. Haploid
D. Triploid
A. Cropping pattern
B. None of the above
D. Cost-benefit ratio
A. FSL
C. Pond level
D. HFL
A. Caco3
B. Chemicals
C. Gypsum
A. Disease and pest management
B. non of these
D. Pest and insect management
B. Dry matter
C. Harvest index
D. Crop growth
A. Shooting flow
B. Turbulent flow
C. Critical flow
A. Aquiclude
B. Aquifer
D. Confined-aquifer
A. Biology
B. Histology
C. Hydrography
A. Furrow irrigation
B. Border irrigation
D. Check irrigation
B. High Humidity
C. Low humidity
D. Absolute Humidity
B. Unit hydrograph
C. Intensity unit hydrograph
D. Unit hyetgoraph
A. Down stream pond
B. Water pool
C. Water cushion
A. Storm runoff
C. Base flow
D. Peak runoff
A. Non-uniform flow
B. steady flow
D. un-steady flow
A. Twice the width
B. Equal to its width
C. one-third of its with
A. Cleaned
B. Infected
D. Iodized
A. 175 mm
B. 100 mm
C. 200 mm
A. non of these
C. 3.5 to 5.5
D. 5.2 to 9.0
A. Semi-modular
C. Non-modular
D. Semi Rigid
A. H = v2 / g
B. H = v/g
D. H = v2 / g2
A. Pruning
D. Weeding
B. Not required
C. Equal to
D. Less than
A. Cross-Drainage
B. Syphon-aqueduct
D. Non-gravity structure
A. Salinity
B. Turbidity
C. Alkalinity
A. Degrading river
C. Unstable river
D. Stable river
A. Base flow
B. Surface runoff
C. Sub-surface runoff
A. Gravity force
B. Cohesive force
C. Tension force
A. Tropical region
B. Sub-tropical region
A. gd
B. g2d
D. gd2
B. Glass tube is lighter than metallic tube
C. Capillary rise is significant
D. Glass tube is cheaper than metal
B. Rectangular weir
C. Gravity weir
D. Sharp crested weir
Showing 751 to 800 of 5608 mcqs