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A
Royapuram
B
Khopoli
C
Bengaluru
D
Perambur
A
Orographic precipitation
B
Convective precipitation
C
Frontal precipitation
D
Cyclonic precipitation
A
5.5 m
B
7.5 m
C
7.0 m
D
3.75 m
A
IS: 2065–1983
B
IS: 383–1970
C
IS: 1172–1993
D
IS: 800–2007
A
Two different points in pipes or different pipes
B
At same point in different pipes
C
In same pipes
D
At different points in same pipe
A
14 mm
B
18 mm
C
12 mm
D
16 mm
A
Minimization of errors
B
Maximization of errors
C
Complete minimization of errors
D
Uncontrollable errors
A
Angle of repose
B
Cone of friction
C
Angle of friction
D
Coefficient of friction
A
Lord William Bentinck
B
Lord Lytton
C
Lord Curzon
D
Lord Dalhousie
A
20
B
7
C
26
D
28
A
Elevation line
B
Plumb line
C
Meridian line
D
Horizontal line
A
buckling
B
crushing of concrete
C
shrinkage of concrete
D
cracks
A
1.8 τavg
B
2.5 τavg
C
1.5 τavg
D
2.0 τavg
A
Co-efficient of discharge
B
Co-efficient of contraction
C
Co-efficient of viscocity
D
Co-efficient of velocity
A
20-30%
B
17-25%
C
60-67%
D
12-20%
A
Chemical water
B
Gravity water
C
Hydroscopic water
D
Capillary water
A
Downstream velocity
B
Froude Number
C
Bed slope
D
Upstream velocity
A
0.6 - 0.7
B
0.9 - 0.95
C
0.3 - 0.4
D
0.6 - 0.8
A
Shear force is constant
B
Bending moment is constant
C
Bending moment changes
D
Shear force is zero
A
Executive managers
B
Second level managers
C
First level managers
D
Middle managers