Category: Waste Water Engineering

A. Low estimates of the average and maximum flows
B. Large scale infiltration of storm water
C. Unexpected increase in population
D. All the above

A. Surface loading
B. Overflow rate
C. Overflow velocity
D. All of these

A. Weight of the pipe
B. Weight of the back fill
C. Superimposed traffic loads
D. All the above

A. Size
B. Shape
C. Weight
D. None of these

A. A heap
B. Plateau
C. Windrow
D. None of these

A. 10.0
B. 5.0
C. 2.0
D. 0.25

A. Both A and R are true and R is the correct explanation of A
B. Both A and R are true but R is not a correct explanation of A
C. A is true but R is false
D. A is false but R is true

A. One hour
B. Two to three hours
C. Three to four hours
D. Six hours

A. Less than 0.01 mm
B. Less than 0.05 mm
C. Less than 0.1 mm
D. Greater than 0.1 mm

A. Leaping weir
B. Overflow weir
C. Siphon spill way
D. None of these