A. Capillary
B. Hygroscopic
C. Gravity
D. Free
0
For an economical design of gravity dam, the shear friction factor causec compression strength should lie between____________________?
0
It is important to keep the saturation gradient line within the body of a embankment of canal, the saturation gradient line in loomy soils lie at___________________?
A. 1.5 to 4.0
B. 2.0 to 4.0
C. 2.5 to 4.5
D. 3 to 5
0
The counter berm for a canal is provided so as to contain the saturation gradient line _____________ the bank?
A. 1:2 to 1:4
B. 1:3 to 1:5
C. 1:4 to 1:6
D. 1:5 to 1:7
0
A spoil bank is formed when the volume of excavated soil is _________________ of embankment filling?
A. Out of
B. Within
C. Above
D. Below
0
The sheet or small layer of water flowing over an ogee spillway is called _________________?
A. Less than
B. Excess
C. Equal to
D. Not required
0
In ogee spillway the discharge is directly proportional to _______________________?
A. Thin layer
B. Nappe
C. Water sheet
D. Water spillway
0
The _________ analysis of earth dam foundation against shear must be carried out when the foundation is kept on fine loose cohesion less material?
A. H1/2
B. H1/3
C. H3/2
D. H1/4
0
Onion is a ___________ rooted crop?
A. Stability
B. Suitability
C. Overturning
D. Failure
0
To pack with clay material generally for the purpose of checking leakage of water is called __________________?
A. Shallow
B. Deep
C. Non-rooted
D. Spread
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