Home / Civil Engineering / Environmental Engineering - Civil Engineering :: section-1

Civil Engineering :: Environmental Engineering - Civil Engineering

  1. Which of the following values of pH represents a stronger acid?

  2. A.

     2

    B.

     5

    C.

     7

    D.

     10

    View Answer

    Workspace

    Discuss Discuss in Forum


  3. The distribution mains are designed for

  4. A.

     Maximum daily demand

    B.

     Maximum hourly demand

    C.

     Average daily demand

    D.

     Maximum hourly demand on maximum day

    View Answer

    Workspace

    Discuss Discuss in Forum


  5. Sewage treatment units are designed for

  6. A.

     Maximum flow only

    B.

     Minimum flow only

    C.

     Average flow only

    D.

     Maximum and minimum flow

    View Answer

    Workspace

    Discuss Discuss in Forum


  7. For satisfactory working of a sludge digestion unit, the pH range of digested sludge should be maintained as

  8. A.

     4.5 to 6.0

    B.

     6.5 to 8.0

    C.

     8.5 to 10.0

    D.

     10.5 to 12.0

    View Answer

    Workspace

    Discuss Discuss in Forum


  9. The pathogens can be killed by

  10. A.

     Nitrification

    B.

     Chlorination

    C.

     Oxidation

    D.

     None of the above

    View Answer

    Workspace

    Discuss Discuss in Forum


  11. Orthotolidine test is used for determination of

  12. A.

     Dissolved oxygen

    B.

     Residual chlorine

    C.

     Biochemical oxygen demand

    D.

     Dose of coagulant

    View Answer

    Workspace

    Discuss Discuss in Forum


  13. Period of cleaning of slow sand filters is about

  14. A.

     24 - 48 hours

    B.

     10 - 12 days

    C.

     2 - 3 months

    D.

     1 - 2 year

    View Answer

    Workspace

    Discuss Discuss in Forum


  15. The rate of filtration in slow sand filters in million litres per day per hectare is about

  16. A.

     50 to 60

    B.

     100 to 150

    C.

     500 to 600

    D.

     1400 to 1500

    View Answer

    Workspace

    Discuss Discuss in Forum


  17. The working conditions in imhoff tanks are

  18. A.

     Aerobic only

    B.

     Anaerobic only

    C.

     Aerobic in lower compartment and anaerobic in upper compartment

    D.

     Anaerobic in lower compartment and aerobic in upper compartment

    View Answer

    Workspace

    Discuss Discuss in Forum


  19. The self cleansing velocity for all sewers in India is usually

  20. A.

     Less than 1.0 m/sec

    B.

     1.0 m/sec to 1.2 m/sec

    C.

     1.5 m/sec to 2.0 m/sec

    D.

     3.0 m/sec to 3.5 m/sec

    View Answer

    Workspace

    Discuss Discuss in Forum