Civil Engineering (CE) Exam > Civil Engineering (CE) Tests > Environmental Engineering > Test: Sewage Treatment - 2 - Civil Engineering (CE) MCQ
Test: Sewage Treatment - 2 - Civil Engineering (CE) MCQ
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10 Questions MCQ Test Environmental Engineering - Test: Sewage Treatment - 2
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Test: Sewage Treatment - 2 - Question 1
The total volume of a primary settling tank is 2500 m3 and the waste water flow is 25 x 106 litres per day. The detention time in settling tank is
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Test: Sewage Treatment - 2 - Question 2
Acceptable lower limit of bacteria removal through activated sludge process is
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Test: Sewage Treatment - 2 - Question 3
Match List-I (Treatment process) with List-ll (Classification) and select the correct answer using the codes given below the lists:
Codes:
Codes:
Test: Sewage Treatment - 2 - Question 4
If the efficiencies of BOD removal of first-stage and second-stage trickling filters are each 65,0%, then what is the overall BOD removal efficiency of these filters?
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Test: Sewage Treatment - 2 - Question 5
A septic tank of 7 m3 in volume serves for 5 people. If the rate of accumulation of sludge is 70 litres per capita per year and sludge is removed when it occupies 50% of its volume, what is the cleaning interval of septic tank?
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Test: Sewage Treatment - 2 - Question 7
The maximum efficiency of BOD removal is achieved in which of the following?
Test: Sewage Treatment - 2 - Question 8
What does the biological layer sticking to the trickling filter consist of?
Test: Sewage Treatment - 2 - Question 9
What is the most generally adopted detention period (approximately) for a septic tank under the Indian conditions?
Test: Sewage Treatment - 2 - Question 10
Which one of the following describes the short- circuiting occurring in a sedimentation tank?
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