Time Left : 00:00
A
0.55
B
0.50
C
0.40
D
0.45
A
Laminar
B
Constant
C
Turbulent
D
Non-uniform
A
Head work - distributary - branch canal - minor
B
Head works - main canal - branch canal - distributary - minor
C
Head works - main canal - branch canal - minor - distributary
D
Head works - main canal - branch canal - minor - distributary
A
Post tensioned with bundled wires
B
Pre tensioned beam
C
Post tensioned with unbundled wires
D
Data insufficient
A
tangential
B
nominal
C
oblique
D
principal
A
Same level
B
Pressure change
C
Different level
D
Velocity change
A
Only mass
B
Only size
C
Only shape
D
Both mass and size
A
BOT contract
B
Item rate contract
C
Hybrid Annuity Model (HAM) contract
D
EPC contract
A
On the outer side
B
On the inner side
C
On inner and outer side equally
D
Less on outer side and more on inner side
A
using deformed bars instead of plain bars
B
using lowest grade of steel
C
using lowest grade of concrete
D
using plain bars instead of deformed bars
A
3.0
B
1.15
C
3.33
D
1.8
A
Land surveys
B
Mine surveys
C
Irrigation schemes
D
Railways
A
Circular
B
Triangular
C
Trapezoidal
D
Rectangular
A
Cross regulator
B
Canal escapes
C
Vertical falls
D
Canal outlets
A
N. Gopalaswami Ayyangar
B
Jagjivan Ram
C
John Matha
D
Lal Bahadur Shastri
A
Reliability
B
Acceptance sampling
C
Serviceability
D
Durability
A
2.5 m
B
4.5 m
C
1 m
D
4 m
A
Triaxial shear test
B
Standard proctor test
C
Unconfined compression test
D
Direct shear test
A
Secunderabad
B
Delhi
C
Agra
D
Bombay
A
Below the ground level
B
At the ground level
C
Above the ground leve
D
At Hydrostatic ground level