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Water Resources Engineering
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Question
In the derivation of Thiem's formula
, the following assumption is not applicable
Options
A. The aquifer is homogeneous and isotropic
B. Flow lines are radial and horizontal
C. The slope of the water surface is too small
D. The well has been sunk up to the surface of the unconfined aquifer
E. None of these.
Correct Answer
The well has been sunk up to the surface of the unconfined aquifer
More questions
1. For the design of major hydraulic structures on the canals, the method generally preferred to, is based on
Options
A. Bligh's theory
B. Electrical analogy method
C. The relaxation method
D. Khosla's method of independent variables.
Show Answer
Scratch Pad
Discuss
Correct Answer: Khosla's method of independent variables.
2. The length of runway is increased per 300 m rise above M.S.L.
Options
A. 3%
B. 4%
C. 5%
D. 6%
E. 7%
Show Answer
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Correct Answer: 7%
3. In sewers the velocity of flow should not be
Options
A. more than the self-cleansing velocity
B. less than the self-cleansing velocity
C. less than 10 m/sec
D. more than 20 m/sec.
Show Answer
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Correct Answer: less than the self-cleansing velocity
4. If
G
is the specific gravity of particles of diameter
d
, the velocity of settlement
V
in still water at
T
°C, according to Stoke's law, is
Options
A.
B.
C.
D.
E. none of these.
Show Answer
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Discuss
Correct Answer:
5. Pick up the correct statement from the following:
Options
A. A wire wound in spiral form, is called a helical spring
B. The pitch of a close coil spring, is very small
C. The angle made by the coil with horizontal, is called the angle of helix
D. In the open coil helical spring, the angle of helix is comparatively large
E. All the above.
Show Answer
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Discuss
Correct Answer: All the above.
6. Side slopes generally kept for canals in loam soil, are :
Options
A. 1 : 1 in cutting and
: 1 in filling
B.
: 1 in cutting and 2 : 1 in filling
C. Neither (a) nor (b)
D. Both (a) and (b)
Show Answer
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Correct Answer: Both (a) and (b)
7. Pick up the correct statement from the following:
Options
A. Duty of canal water is defined as the total area irrigated by the discharge averaging one unit during the base period of the duty
B. Duty of canal water is usually calculated at the head discharge of a channel
C. Duty of canal water at the head of a channel and at the outlet of a distributary, differ considerably due to progressive losses of water
D. Duty of canal water at the outlet of a distributary, is generally known as outlet factor or outlet discharge factor
E. All the above.
Show Answer
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Correct Answer: All the above.
8. The damp proof course (D.P.C.) is measured in
Options
A. Cub.m
B. Sq m
C. Metres
D. None of these
Show Answer
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Discuss
Correct Answer: Sq m
9. The top of the capillary zone
Options
A. lies below the water table at every point
B. lies above the water table at every point
C. coincides the water table at every point
D. none of these.
Show Answer
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Correct Answer: lies above the water table at every point
10. The void ratio of a soil sample decreases from 1.50 to 1.25 when the pressure is increased from 25 tonnes/m
2
to 50 tonnes/m
2
, the coefficient of compressibility is
Options
A. 0.01
B. 0.02
C. 0.05
D. 0.001
Show Answer
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Discuss
Correct Answer: 0.01
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