A Best Way To Crack Gorenment Job Exams

Civil Engineering Objective Questions { Environmental Engineering }



162. The maximum depth of sedimentation tanks, is kept
A. 3 m
B. 3.5 in
C. 4 m
D. 4.5 in.
Discuss in Forum

163.  The detention time (t) of a settling tank, may be defined as the time required for
A. a particle to travel along its length
B. a particle to travel from top surface to bottom sludge zone
C. the flow of sewage to fill the tank
D. none of these.
Discuss in Forum

164. The detention time of a circular tank of diameter d and water depth H, for receiving the sewage Q per hour, is
A. d2(0.011d + 0.78511)
B. d(0.022d + 0.08511)
C. d(0.785d + 0.011/D
D. d(0.285d + 0.011H)
Discuss in Forum

165. The settling velocity of the particles larger than 0.06 mm in a settling tank of depth 2.4 is 0.33 m per sec. The detention period recommended for the tank, is
A. 30 minutes
B. 1 hour
C. 1 hour and 30 minutes
D. 2 hours
Discuss in Forum

166. . The dimensions of a rectangular settling tank are : length 24 m, width 6 m and depth 3 m. If 2 hour detention period for tanks is recommended, the rate of flow of sewage per hour, is
A. 204 cu m
B. 208 cu m
C. 212 cu m
D. 216 cu m
Discuss in Forum

167.  The width of a settling tank with 2 hour detention period for treating sewage 378 cu m per hour, is
A. 5 m
B. 5.5 m
C. 6 m
D. 7 m.
Discuss in Forum

168.  Pick up the incorrect statement from the following :
A. Septic tanks are horizontal continuous flow type of sedimentation tanks
B. Septic tanks are generally provided a detention period of 12 to 36 hours
C. Septic tanks are completely covered and high vent shafts are provided for the escape of foul gases
D. None of these.
Discuss in Forum

Page 24 of 52

« 22 23  24  2526 »