A. 100%
B. 80%
C. 50% l
D. 20%
Water Management
Water Management
A. In a weir with end contractions
B. In a suppressed weir
C. In a cippoletti weir
D. In all weir
A. Sharp edged orifice
B. Venturi meter
C. Broad crested weir
D. Cippoletti weir
A. Surface run-off and mass flow
B. Bass flow and ground water run off
C. Sub-surface run off and deep percolation
D. Surface run off and flow
A. Dickne’s formula
B. Current meter
C. Surface floats
D. Rod floats
A. Water tunnel
B. Seepage gallery
C. Seepage tunnel
D. Seepage Drain
A. Equipotential lines
B. flow lines
C. Section lines
D. Streak lines
A. Wave wash
B. Tide
C. Fetch
D. Wave amplitude
A. Void ratio
B. Degree of compaction
C. Degree of saturation
D. Volume of saturation
A. Load Bearing
B. Frictional pile
C. Cost-in situ piles
D. All are correct
