A. Kinchling
B. Lloyd Davis
C. Frubling
D. All the above
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Related Mcqs:
- The rational formula for peak drainage discharge, was evolved by_________________?
- A. Fruhling B. Lloyd David C. Kuichling D. All of these...
- 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...
- The formula which accepts the value of rugosity coefficient n = 0.012 to be used in Manning’s formula, is given by______________________?
- A. Bazin B. Crimp and Bruges C. William-Hazen D. Kutter...
- The drainage area of a town is 12 hectares. Its 40% area is hard pavement ( K = 0.85), the 40% area is unpaved streets (K = 0.20) and the remaining is wooded areas (K = 0.15). Assuming the time of concentration for the areas as 30 minutes and using the formula Ps = 900/(t + 60) the maximum run off is__________________?
- A. 0.10 cumec B. 0.12 cumec C. 0.15 cumec D. 0.20 cumec...
- The gas evolved in sewers is________________?
- A. Carbondioxide B. Hydrogen sulphide C. Methane D. All of these...
- If the peak discharge of a storm water drain (S.W. Drain) is expected to exceed 150 cumecs, the free board to be provided, is_________________?
- A. 100 cm B. 90 cm C. 80 cm D. 50 cm...
- A cylindrical ejector having its height 2 m fills after every 10 minutes with a peak sewage discharge of 0.0157 cumec. The diameter of the ejector chamber, is_____________________?
- A. 2.30 m B. 2.40 m C. 2.45 m D. 2.50 m...
- When drainage to sewage ratio is 20, the peak dry weather flow is_______________?
- A. 20% of the design discharge B. Slightly less than 5% of the design discharge C. Slightly more than 5% of the design discharge D. None of these...
- For a peak discharge of 0.0157 cumec, with a velocity of 0.9 m/sec, the diameter of the sewer main, is________________?
- A. 10 cm B. 12 cm C. 15 cm D. 18 cm...
- The use of coarse screens for the disposal of sewage, may be dispensed with by______________?
- A. Comminutor B. Shredder C. Both A. and B. D. Neither A. nor B....
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