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. Sanitary sewage means: a) domestic sewage b) industrial sewage c) both (a) and (b) above d) none of the above 2 / 30 2. Slow sand filter is efficient to remove bacteria from the raw water to an extent of: a) 50% b) 70% c) 85% d) 99% 3 / 30 3. Which test is a must for a house sewer? a) water test b) air test c) compaction test d) smoke test 4 / 30 4. The types of joint not used to resist shock, vibration, etc. is a) dresser coupling joint b) victaulic joint c) flanged joint d) flexible joint 5 / 30 5. Baffle wall in septic tank is: a) Short side wall b) Long side wall c) Honeycomb inner wall d) None of the above 6 / 30 6. Merit of water carriage sewage system: a) no human agency is involved in this system b) no problem of foul smell or hygienic trouble c) less area is required d) all of the above 7 / 30 7. Clean out is provided in the underground......sewer in place of manhole. a) main sewer b) trunk sewer c) outfall sewer d) lateral sewer 8 / 30 8. The object of cowl is to: a) give an ornamental look b) prevent the entry of rainfall into the waste pipe c) quickly dispel foul gases d) prevent nest building 9 / 30 9. Sluice valves in main water supplies are a) used to regulate the flow b) spaced about 5 km apart c) generally provided at the summits d) all of the above 10 / 30 10. Detention time for the detritus tank is: a) 1-2 minutes b) 2-3 minutes c) 3-4 minutes d) 4-5 minutes 11 / 30 11. The standard BOD at 20°C is taken for the consumption in: a) 20 days b) 15 days c) 10 days d) 5 days 12 / 30 12. "A right-angled sleeve (valve) connected in the water main through which water is tapped for domestic supply is called: a) service pipe b) goose neck c) ferrule d) stop tap 13 / 30 13. The types of sewer suitable for a separate system where discharge is uniform are: a) egg-shaped b) horse-shoe c) circular d) elliptical 14 / 30 14. The valve provided on the suction pipe in a tube-well is a) air relief valve b) reflux valve c) pressure d) sluice valve 15 / 30 15. The design discharge for the separate sewer system is taken equal to: a) dry weather flow b) 2x dry weather flow c) 4x dry weather flow d) 6x dry weather flow 16 / 30 16. If 10 ml of raw sewage is diluted to 250 ml, the dilution factor is: a) 24 b) 25 c) 1/25 d) none of the above 17 / 30 17. Thrash rack/roughing filter is provided at the entrance of a) intake b) slow sand filter c) rapid sand filter d) all of the above 18 / 30 18. By boiling water, hardness can be removed if it is due to: a) Calcium sulphate b) Magnesium sulphate c) Calcium nitrate d) Calcium bicarbonate 19 / 30 19. Turbidity for domestic water is undesirable because it a) is unaesthetic b) causes change of taste c) gives apparent colour d) none of the above 20 / 30 20. Drop manholes are provided on sewers in: a) hilly towns b) plain towns c) manholes are deep d) none of the above 21 / 30 21. Shrouding is the process of filling gravel, bajri, etc., in a) slotted tube well b) strainer tube well c) perforated tube well d) cavity tube well 22 / 30 22. Inspection arm is provided in: a) manhole b) drop manhole c) lamp hole d) clean out 23 / 30 23. Per capita water demand is calculated in liters a) per person per day b) per person per month c) per person per year d) none of the above 24 / 30 24. The ratio of maximum hourly consumption and average hourly consumption of the maximum day is a) 1.2 b) 1.5 c) 1.8 d) 2.7 25 / 30 25. The pressure at the inlet and outlet in a break pressure tank is a) zero and 1 m b) 1 m and zero c) zero and zero d) 1 m and 1 m 26 / 30 26. In the above problem 151, using Manning's formula with n = 0.014 then the hydraulic gradient will be a) 1:200 b) 1:400 c) 1:800 d) 1:1000 27 / 30 27. In a circular sewer if depth of flow is 0.2 times the full depth, the nominal gradient: a) is only provided b) is doubled c) three d) none of the above 28 / 30 28. When the limiting non-scouring velocity is 5 m/sec, the type of sewer generally used is: a) stone ware sewer b) cast iron sewer c) brick sewer d) glazed brick sewer 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. For an insignificant effect on the water table, the tube wells are spaced as one in every a) 0.5 sq km b) 1.0 sq km c) 1.5 sq km d) 2.0 sq km Please provide accurate information so we can send your Achievement Certificate by mail. NameEmailPhone Number Your score isShare your achievement! LinkedIn Facebook 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