Civil Engineering (CE) Exam > Civil Engineering (CE) Tests > Test: High Rate Trickling Filter And Secondary Clarifier - Civil Engineering (CE) MCQ
Test: High Rate Trickling Filter And Secondary Clarifier - Civil Engineering (CE) MCQ
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10 Questions MCQ Test - Test: High Rate Trickling Filter And Secondary Clarifier
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Test: High Rate Trickling Filter And Secondary Clarifier - Question 1
The maximum removal of suspended and dissolved impurities from the sewage is
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Test: High Rate Trickling Filter And Secondary Clarifier - Question 2
The color of the secondary sludge produced from the high rate trickling filter is
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Test: High Rate Trickling Filter And Secondary Clarifier - Question 3
_______ is the ratio of volume of recirculated sewage to the raw sewage.
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Test: High Rate Trickling Filter And Secondary Clarifier - Question 4
The range of organic loading in kg/hectare metre/ day in a high rate trickling filter is
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Test: High Rate Trickling Filter And Secondary Clarifier - Question 5
The size of filter media in a high rate trickling filter is
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Test: High Rate Trickling Filter And Secondary Clarifier - Question 6
The surface loading rate of a secondary clarifier is ______ litres/m2/day
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Test: High Rate Trickling Filter And Secondary Clarifier - Question 7
The detention period of a secondary clarifier is
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Test: High Rate Trickling Filter And Secondary Clarifier - Question 8
Which of the following is the cause of rising sludge?
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Test: High Rate Trickling Filter And Secondary Clarifier - Question 9
The minimum weir loading rate of primary clarifier is ____m3/m/day.
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Test: High Rate Trickling Filter And Secondary Clarifier - Question 10
Hopper bottom vertical flow type tank is _____ in shape.
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