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Water Supply Engineering problems
1.
Q
is the discharge from an unconfined tube well with depression head
S
through a pipe of radius
rw
. If the radius of influence is
R
, the minimum required length of the strainer, is
Options
A.
B.
C.
D.
Show Answer
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Discuss
Correct Answer:
2. Demand for public uses in a city, does not include water required for
Options
A. watering of public parks
B. watering of public gardens
C. sprickling on roads
D. drinking purposes.
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Correct Answer: drinking purposes.
3. 'Shrouding' is essentially provided in
Options
A. strainer type wells
B. cavity type wells
C. slotted type well
D. all the above.
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Correct Answer: slotted type well
4. The coefficient of permeability of soils, is generally expressed in
Options
A. cm/sec
B. cm/minute
C. cm
2
/sec
D. cm
2
/minute.
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Correct Answer: cm/sec
5. Normal values of overflow rate for plain sedimentation tanks in litres/hr/m
2
, generally range between
Options
A. 100 to 250
B. 250 to 500
C. 500 to 750
D. 750 to 1000
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Correct Answer: 500 to 750
6. Standard unit of turbidity of water is in one litre of distilled water, one milligram of finely divided
Options
A. silica
B. mud
C. clay
D. organic matter.
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Correct Answer: silica
7. Slow sand filter is used if maximum turbidity of raw water is less than
Options
A. 10 gm/litre
B. 20 gm/litre
C. 30 gm/litre
D. 40 gm/litre
E. 50 gm/litre.
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Correct Answer: 50 gm/litre.
8. The temporary hardness of water can be removed by
Options
A. boiling
B. adding lime
C. adding alum
D. filtration
E. sedimentation.
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Correct Answer: boiling
9. Water losses in water supply, is assumed as
Options
A. 5%
B. 7.5%
C. 10%
D. 22.5%
E. 15%.
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Correct Answer: 15%.
10. A centrifugal pump is required to be primed before starting if it is located
Options
A. at higher level than water level of reservoir
B. at lower level than water level of reservoir
C. both (a) and (b)
D. neither (a) nor (b).
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Correct Answer: at higher level than water level of reservoir
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