Civil Engineering Drawing Campus Interviews Online Exam Quiz
Civil Engineering Drawing Campus Interviews GK Quiz. Question and Answers related to Civil Engineering Drawing Campus Interviews. MCQ (Multiple Choice Questions with answers about Civil Engineering Drawing Campus Interviews
Design a rectangular sedimentation tank to treat 2.4 million litres of raw water per day. The detention period may be assumed to be 3 hours. Find overflow rate?
Options
A : 28,000 l/d/m2
B : 12,000 l/d/m2
C : 24,000 l/d/m2
D : 4,670 l/d/m2
Design a low rate filter to treat 6.0 Mld of sewage of BOD of 210 mg/l. The final effluent should be 30 mg/l and organic loading rate is 320 g/m3/d. Find Hydraulic loading rate?
Options
A : 326.18 g/d/m3
B : 926.18 g/d/m3
C : 126.18 g/d/m3
D : 526.18 g/d/m3
These are open drains provided for conveying water from kitchens, bathroom and rain water to main sewers.
Options
A : Drains
B : Sewers
C : Soak pit
D : Surface drains
Which one is not a type of Equalization tanks?
Options
A : Flow through type
B : Intermittent flow type
C : Variable inflow/constant discharge type
D : Intercept type
Which is not a type of reservoir?
Options
A : Small ground level reservoirs
B : Large ground level reservoirs
C : Underground reservoirs
D : Sub-surface reservoir
Which is not a function of Distribution Reservoirs?
Options
A : To absorb the hourly variations in demand
B : To maintain constant pressure in the distribution mains
C : Water stored can be supplied during emergencies
D : Work as a coolant present at the area
Quantity = Per capita sewage contributed per day x Population.
Options
A : True
B : False
C :
D :
The distribution pipes are generally laid below the road pavements, and as such their layouts generally follow the layouts of roads.
Options
A : True
B : False
C :
D :
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