16. The flow velocity in sewer does not depend on
- its grade
- its length
- its hydraulic mean depth
- its roughness
17. Sewers are generally laid starting from their
- midpoint
- outfall point
- off-take point
- any point along alignment
18. Sewers should not be designed to run full
- to prevent escape of sewage
- to prevent scouring of sewer
- to facilitate ventilation of sewers
- to facilitate cleaning of sewers
19. The self cleaning velocity for all sewers in India
- less than 1 m/s
- 1.0 m/s to 1.2 m/s
- 3.0 m/s to 3.5 m/s
- 1.5 m/s to 2.0 m/s
20. The gradient required to generate self-cleaning velocity case 150 mm diameter sewer is
- 1 in 200
- 1 in 300
- 1 in 100
- 1 in 150
21. The quantity of liquid waste which flows in sewers during the period of rainfall is known
- Sanitary sewage
- Industrial waste
- Storm sewage
- None of these
22. Which of these sewers are preferred for combined system of sewage?
- Egg shaped Sewer
- Circular Sewer
- Rectangular Sewer
- Trapezoidal Sewer
Pages: 1 2