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  • Question
  • The screens are fixed


  • Options
  • A. perpendicular to the direction of flow
  • B. parallel to the direction of flow
  • C. at an angle 30° to 60° to the direction of flow
  • D. none of these.

  • Correct Answer
  • at an angle 30° to 60° to the direction of flow 


  • Waste Water Engineering problems


    Search Results


    • 1. The sewage is pumped up

    • Options
    • A. from low lying areas
    • B. from flat areas
    • C. from basements
    • D. across a high ridge
    • E. all the above.
    • Discuss
    • 2. For the COD test of sewage, organic matter is oxidised by K2Cr207 in the presence of

    • Options
    • A. H2SO4
    • B. HNO3
    • C. HCl
    • D. none of these.
    • Discuss
    • 3. A rain sanitary sewer is constructed to carry

    • Options
    • A. sanitary sewage
    • B. storm sewage
    • C. surface water
    • D. ground water
    • E. all the above.
    • Discuss
    • 4. When drainage to sewage ratio is 20, the peak dry weather flow is

    • Options
    • A. 20% of the design discharge
    • B. slightly less than 5% of the design discharge
    • C. slightly more than 5% of the design discharge
    • D. none of these.
    • Discuss
    • 5. If D is the diameter of upper circular portion, the overall depth of a standard egg shaped section, is

    • Options
    • A. D
    • B. 1.25 D
    • C. 1.5 D
    • D. 1.75 D
    • E. 2 D.
    • Discuss
    • 6. If the over land flow from the critical point to the drain is 8 km and the difference in level is 12.4 m, the inlet time is

    • Options
    • A. 2 hours
    • B. 3 hours
    • C. 4 hours
    • D. 5 hours.
    • Discuss
    • 7. The minimum recommended diameter of sewers, is

    • Options
    • A. 5 cm
    • B. 10 cm
    • C. 15 cm
    • D. 20 cm.
    • Discuss
    • 8. Aerobic bacterias

    • Options
    • A. flourish in the presence of free oxygen
    • B. consume organic matter as their food
    • C. oxidise organic matter in sewage
    • D. All the above.
    • Discuss
    • 9. A sewer pipe contains 1 mm sand particles of specific gravity 2.65 and 5 mm organic particles of specific gravity 1.2, the minimum velocity required for removing the sewerage, is

    • Options
    • A. 0.30 m/sec
    • B. 0.35 m/sec
    • C. 0.40 m/sec
    • D. 0.45 m/sec
    • E. 0.50 m/sec.
    • Discuss
    • 10. In R.C. sewer pipes, the percentage longitudinal reinforcement to the cross-sectional area of concrete is kept

    • Options
    • A. 10.0
    • B. 5.0
    • C. 2.0
    • D. 0.25
    • Discuss


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