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Test: Flocculation And Clarification - Civil Engineering (CE) MCQ


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10 Questions MCQ Test Environmental Engineering - Test: Flocculation And Clarification

Test: Flocculation And Clarification for Civil Engineering (CE) 2024 is part of Environmental Engineering preparation. The Test: Flocculation And Clarification questions and answers have been prepared according to the Civil Engineering (CE) exam syllabus.The Test: Flocculation And Clarification MCQs are made for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, notes, meanings, examples, exercises, MCQs and online tests for Test: Flocculation And Clarification below.
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Test: Flocculation And Clarification - Question 1

 __________ is an operation designed to force agitation in the fluid and induce coagulation.

Detailed Solution for Test: Flocculation And Clarification - Question 1

Explanation: Flocculation is an agitating process in which destabilized particles are brought into contact to promote agglomeration.

Test: Flocculation And Clarification - Question 2

 The rate of change of velocity per unit distance normal to a section is called_______

Detailed Solution for Test: Flocculation And Clarification - Question 2

Explanation: Mean velocity gradient is given by G= (P/uv) 1/2 Where P= power dissipated, u= absolute viscosity, v= volume to which power is applied.

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Test: Flocculation And Clarification - Question 3

 What is the dimension formula of mean velocity gradient?

Detailed Solution for Test: Flocculation And Clarification - Question 3

Explanation: Mean velocity gradient is expressed in metre per second/m or Sec-1, so it has dimension formula of 1/T.

Test: Flocculation And Clarification - Question 4

What is the desirable value of mean velocity gradient in a flocculator?

Detailed Solution for Test: Flocculation And Clarification - Question 4

Explanation: The desirable value of mean velocity gradient (G) in a flocculator is 20-75sec-1and for ‘Gt’ is 2*104 to 6*104 where ‘Gt’ is the ratio of power induced rate of flow to displace mean induced rate of flow.

Test: Flocculation And Clarification - Question 5

What is the normal value of the detention period adopted in a flocculator for design purpose?

Detailed Solution for Test: Flocculation And Clarification - Question 5

Explanation: The detention period in a flocculator for design purpose should be in the range of 10-40min and its normal value should be 30min.

Test: Flocculation And Clarification - Question 6

The design value of the velocity of flow in a flocculator is _______

Detailed Solution for Test: Flocculation And Clarification - Question 6

Explanation:The normal value of the velocity of flow in a flocculator is 0.4m/s and its range is 0.2-0.8m/s.

Test: Flocculation And Clarification - Question 7

What is the detention period of a clarifier used in the treatment of water?

Detailed Solution for Test: Flocculation And Clarification - Question 7

Explanation: The detention period of a clarifier is lower than in the plain sedimentation tank and its range is 2.5 to 3 hours.

Test: Flocculation And Clarification - Question 8

The pulsator clarifier is a type of

Detailed Solution for Test: Flocculation And Clarification - Question 8

Explanation: The pulsator clarifier is a vertical flow sludge tank in which pulse is generated at interval of 30Sec to give rapid flow for 5-10Sec resulting in the alternative rising up of the sludge blanket.

Test: Flocculation And Clarification - Question 9

 Which device solved the problem of unstable hydraulic conditions and operation of sludge removal equipment?

Detailed Solution for Test: Flocculation And Clarification - Question 9

Explanation: Tube settler solved the problem of unstable hydraulic conditions and operation of sludge removal equipment by providing laminar flow conditions for sedimentation.

Test: Flocculation And Clarification - Question 10

In which device, the primary mixing is followed by a secondary reaction zone resulting in formation of sludge blanket?

Detailed Solution for Test: Flocculation And Clarification - Question 10

Explanation: In Solid contact clarifier, sludge blanket is formed where straining action occurs to remove some of the finer particles. The thickness of the blanket is 1m.

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