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Engineering :: Public Health Engineering


261.  The storm sewers are essentially required to
A. avoid creation of unfavourable healthy conditions B. improve the general appearance of the city
C. dispose off the first washings of early showers as quickly as possible D. all of the above

262.  The quantity of storm water (Q) in liter per second is given by Q = CA3/4. This formula is called
A. Fanning's formula B. Ryve's formula
C. Dicken's formula D. Inglis formula

263.  The internal diameter of the sewer should not be less than
A. 15 cm B. 25 cm
C. 50 cm D. 75 cm

264.  If the size of the sewer is small, then the velocity of flow will be high.
A. Yes B. No

265.  No deposition will take place in
A. larger B. smaller

266.  For house drainage and lateral connections, we shall use
A. stone ware sewers B. cast iron sewers
C. concrete sewers D. masonry sewers

267.  Egg-shaped sewers are generally used for
A. separate system B. combined system
C. partially separate system D. all of these

268.  The cross-section recommended for separate system of sewerage is
A. circular B. egg-shaped
C. rectangular D. none of these

269.  An egg-shaped cross-section of a sewer
A. is economical than circular cross-section B. is more stable than circular cross-section
C. provides self cleaning velocity in dry weather D. none of the above

270.  For the sewers of diameter less than 600 mm, the type of joint preferred is
A. spigot and socket joint B. collar joint
C. bandage joint D. mechanical joint




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