The total head at any point may be regarded as _____ measure with respect to the datum.
Anonymous Quiz
8%
a) potential energy
81%
b) potential energy per unit weight of water
9%
c) unit weight of water
3%
d) volume of water
Flow occurs between two points only if ___
Anonymous Quiz
56%
a) there is difference in total heads
28%
b) there is no difference in total heads
9%
c) the total heads are equal
6%
d) the total heads are equal to zero
The first rational approach to the problem of seepage through soils was ____
Anonymous Quiz
17%
a) Archimedes
15%
b) Poiseuille
47%
c) Darcy
21%
d) Terzaghi
The seepage pressure always acts ___
Anonymous Quiz
44%
a) in the direction of flow
18%
b) opposite to direction of flow
33%
c) perpendicular to direction of flow
5%
d) tangential to direction of flow
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Ep_07_Chantar_Ghadtar_2_0_Current_Trends_in_Civil_Engineering.pdf
3.7 MB
🏗 ચણતર અને ઘડતર 2.0🆓 - For AMC Technical Supervisor
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[IRRIGATION-100|R&B-96|GES-16]
https://www.youtube.com/live/PM8rvJ3Rg3w?si=X5S_kfEVoeb5wrVF
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For calculating latitude and departure they must be converted into__
Anonymous Quiz
48%
a) Whole Circle Bearing system
32%
b) Reduced Bearing system
18%
c) True bearing system
2%
d) Assumed bearing system
Total co-ordinate point is referred as___
Anonymous Quiz
13%
a) Dependent co-ordinate point
52%
b) Independent co-ordinate point
30%
c) Consecutive co-ordinate point
5%
d) Departure co-ordinate point
Which of the following methods will give the accurate result while traversing?
Anonymous Quiz
16%
a) Loose needle method
49%
b) Fast needle method
11%
c) Chain traversing
24%
d) Compass traversing
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Which of the following is not a case in trigonometric levelling?
Anonymous Quiz
11%
a) Base of object is accessible
16%
b) Base of object is inaccessible
24%
c) Base of object is at accurate position
49%
d) Base of object is inaccessible, station is not in vertical plane
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If the value of D = 2000m, what would be correction for curvature?
Anonymous Quiz
16%
a) 0.629 sq. m
52%
b) 0.269 sq. m
23%
c) 0.962 sq. m
9%
d) 0.692 sq. m
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SSN 17 Lime (2).pdf
1.3 MB
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