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Waste Water Engineering

If is the rugosity coefficient, is the bed slope of sewer, the velocity of flow in m/sec may be obtained by the formula V = (1/n) r2/3 s1/2 evolved by_________________?

Civil Engineering Mcqs, Waste Water Engineering /
If is the rugosity coefficient, is the bed slope of sewer, the velocity of flow in m/sec may be obtained by the formula V = (1/n) r2/3 s1/2 evolved by_________________?

A. Chezy
B. Manning
C. Bazin
D. Kutter

If is the rugosity coefficient, is the bed slope of sewer, the velocity of flow in m/sec may be obtained by the formula V = (1/n) r2/3 s1/2 evolved by_________________? Read More »

Civil Engineering Mcqs, Waste Water Engineering

3.0 ml of raw sewage is diluted to 300 ml. The D.O. concentration of the diluted sample at the beginning of the test was 8 mg/l. After 5 day-incubation at 20°C, the D.O. concentration was 5 mg/l. The BOD of raw sewerage is______________________?

Civil Engineering Mcqs, Waste Water Engineering /
3.0 ml of raw sewage is diluted to 300 ml. The D.O. concentration of the diluted sample at the beginning of the test was 8 mg/l. After 5 day-incubation at 20°C, the D.O. concentration was 5 mg/l. The BOD of raw sewerage is______________________?

A. 100 mg/l
B. 200 mg/l
C. 300 mg/l
D. 400 mg/l

3.0 ml of raw sewage is diluted to 300 ml. The D.O. concentration of the diluted sample at the beginning of the test was 8 mg/l. After 5 day-incubation at 20°C, the D.O. concentration was 5 mg/l. The BOD of raw sewerage is______________________? Read More »

Civil Engineering Mcqs, Waste Water Engineering

Assertion A.: The minimum self cleansing velocity in the sewer, at least once a day, must be generated. Reason (R): If certain deposition takes place and is not removed, it obstructs free flow and causes further deposition leading to complete blocking of the sewer?

Civil Engineering Mcqs, Waste Water Engineering /
Assertion A.: The minimum self cleansing velocity in the sewer, at least once a day, must be generated. Reason (R): If certain deposition takes place and is not removed, it obstructs free flow and causes further deposition leading to complete blocking of the sewer?

A. Both A and R are true and R is the correct explanation of A
B. Both A and R are true but R is not a correct explanation of A
C. A is true but R is false
D. A is false but R is true

Assertion A.: The minimum self cleansing velocity in the sewer, at least once a day, must be generated. Reason (R): If certain deposition takes place and is not removed, it obstructs free flow and causes further deposition leading to complete blocking of the sewer? Read More »

Civil Engineering Mcqs, Waste Water Engineering

If the diameter of sewer is 225 mm, the gradient required for generating self cleansing velocity, is___________________?

Civil Engineering Mcqs, Waste Water Engineering /
If the diameter of sewer is 225 mm, the gradient required for generating self cleansing velocity, is___________________?

A. 1 in 60
B. 1 in 100
C. 1 in 120
D. None of these

If the diameter of sewer is 225 mm, the gradient required for generating self cleansing velocity, is___________________? Read More »

Civil Engineering Mcqs, Waste Water Engineering