Home» Online Test » Civil Engineering » Water Supply & Sanitation Engineering Online Test » Paper 1 » Paper 2 » Paper 3 0% Sorry, time's up. To complete the online test, please restart it. Created by Vikash chaudhary This is a FREE online test. Beware of scammers who ask for money to attend this test. Get fresh, new questions in each attempt. Total Questions: 30 Time Allotted: 30 minutes Passing Score: 50% Randomization: Yes Certificate: No Do not refresh the page! 👍 All the best! 1 / 30 1. Which traps have perpendicular legs? a) P-Trap b) Q-Trap c) gully trap d) S-Trap 2 / 30 2. Where it is not possible to obtain self-cleansing velocities for sewers, flush are provided with the minimum available head of: a) 1-3 m b) 3-5 m c) 5-7 m d) 7-10 m 3 / 30 3. The gradient to be provided for sewers depends upon: a) the diameter of the sewer b) the discharge c) sewer pipe material d) all of the above 4 / 30 4. A sewer, which receives the discharge of a number of house sewers, is called: a) house sewer b) lateral sewer c) intercepting sewer d) sub-main sewer 5 / 30 5. Which traps have parallel legs? a) P-Trap b) Q-Trap c) gully trap d) S-Trap 6 / 30 6. In the single-stack system of plumbing, the number of vertical pipes is: a) 1 b) 2 c) 3 d) 4 7 / 30 7. A G.I. pipe has a coating of a) zinc b) lead c) silver d) aluminum 8 / 30 8. 2 ml of sewage, having BOD-500 mg/l, is diluted to 200 ml, and incubated for 5 days at 20°C. If the D.O. content after 5 days is found to be 5 mg/l, what was the initial D.O. content of the diluted sample? a) 10 mg/l b) 5 mg/l c) 1 mg/l d) none of the above 9 / 30 9. The flow in the sewers is minimum during which hours? a) Night b) Morning c) Day d) Evening 10 / 30 10. B-coli tests are conducted to serve as a a) very good indicator of pathogenic bacteria b) very good indicator of acidity c) very good indicator of alkalinity d) means of detecting turbidity 11 / 30 11. Mass curve is used for the determination of a) area of reservoir b) depth of reservoir c) capacity of reservoir d) all of the above 12 / 30 12. The ratio of maximum to average sewage flow for mains up to 1 m in diameter is usually: a) 1.0 b) 1.2 c) 1.5 d) 2.0 13 / 30 13. Sewer preferred for a combined system of sewage is: a) rectangular sewer b) circular sewer c) egg-shaped sewer d) all of the above 14 / 30 14. During the water test of sewer, 2 lit/cm of dia/km of sewer line may be allowed for a period of: a) 5 minutes b) 30 minutes c) 15 minutes d) 20 minutes 15 / 30 15. Asbestos pipes are a) highly resistant to corrosion b) light in weight and easy to transport c) highly flexible to resist deflection up to 120 d) very smooth 16 / 30 16. The sewage in an inverted siphon will flow under what condition? a) Air b) Vacuum c) Pressure d) Gravity 17 / 30 17. The underground structure in the form of a circular or rectangular tank for the purpose of admitting sewerage into it from the intercepting chamber is called: a) Soak pit b) septic tank c) Cesspool d) privy pit 18 / 30 18. According to the guidelines of DWSS, the maximum number of users in each stand post should be: a) 50 b) 100 c) 150 d) 200 19 / 30 19. The ratio of the maximum daily consumption to the average demand is a) 1.2 b) 1.5 c) 1.8 d) 2.7 20 / 30 20. When the fall in elevation is greater than 60cm, the manhole provided is called: a) lamp hole b) flight manhole c) drop manhole d) fall manhole 21 / 30 21. By boiling water, hardness can be removed if it is due to: a) Calcium sulphate b) Magnesium sulphate c) Calcium nitrate d) Calcium bicarbonate 22 / 30 22. In Chezy's formula v=c√ms for calculating the velocity of flow in a circular sewer, the Chezy's constant c depends upon: a) size of the sewer b) shape of the sewer c) roughness of the sewer d) all of the above 23 / 30 23. The minimum water flow in a tap stand is: a) 0.25 lps b) 0.20 lps c) 0.15 lps d) 0.10 lps 24 / 30 24. Inverted siphon is called: a) special sewer b) general sewer c) storm sewer d) none of the above 25 / 30 25. "Puits developee" is generally provided in case of a) well b) tube well c) reservoir d) none of the above 26 / 30 26. The factor for the selection of the pumping station site is a) distance of the source of contamination or pollution b) height above the H.F.L. of the river c) future expansion d) all of the above 27 / 30 27. Grit chamber has a detention period of: a) 45 sec to 90 sec b) 2 min to 5 min c) 20 min to 30 min d) 2 hours to 4 hours 28 / 30 28. The detention time in a septic tank is usually: a) 1-2 hours b) 5-6 hours c) 18-24 hours d) 22-24 hours 29 / 30 29. Factors considered in the selection of the site for the intake point are that it should be a) nearer to the treatment plant b) in the pure zone of the water source c) upstream of the point of disposal of wastewater d) all of the above 30 / 30 30. Most commonly used section in the grade aqueduct is a) circular b) rectangular c) parabolic d) all of the above Please provide accurate information so we can send your Achievement Certificate by mail. NameEmailPhone Number Your score is Share your achievement! LinkedIn Facebook Twitter 0% Restart Test Please provide your feedback. Thank you for your valuable feedback. Send feedback Buy Water Supply & Sanitation Engineering MCQ PDF for Offline Study