A. Is only provided
B. Is doubled
C. Is trebled
D. Is not enough
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Related Mcqs:
- Normal depth in open channel flow is the depth of flow corresponding to_______________?
- A. steady flow B. unsteady flow C. laminar flow D. uniform flow E. critical flow...
- The gradient of sewers depends upon_________________?
- A. Velocity of flow B. Diameter of the sewer C. Discharge D. All the above...
- In a residential colony, sewers of diameters 100 mm, 150 mm and 225 mm were laid with a gradient 1 in 120. Which portion of the sewage system does not choke in due course of time?
- A. 100 mm dia. B. 150 mm dia. C. 225 mm dia. D. All of these...
- For trunk sewers more than 1.25 m in diameter, the ratio of the maximum daily sewage flow to the average daily sewage flow is assumed________________?
- A. 1.5 B. 2.0 C. 2.5 D. 3.0...
- In Chezy’s formula V = C rs for calculating the velocity of flow in circular sewer of diameter running full, the value of hydraulic mean radius is_______________?
- A. D B. D /2 C. D/3 D. D/4...
- If the depth of flow in a circular sewer is 1/4th of its diameter D, the wetted perimeter is______________?
- A. /2 B. /4 C. /3 D. D...
- The sewage discharge in a detritus tank of a treatment plant is 576 litres/sec with flow velocity of 0.2 m/sec. If the ratio of width to depth is 2, the depth is____________________?
- A. 100 cm B. 110 cm C. 120 cm D. 150 cm...
- Boussinesq’s equation for ascertaining unit pressure at a depth on sewers due to traffic loads, is__________________?
- A. pt = 3H3p/2 Z5 B. pt = 2H3p/3 Z5 C. pt = 3H3p/2Z5 D. pt = 2 3p/3Z5...
- The density of population over 40 hectares is 250/hectare. If water supply demand per day is 200 litres and sewage discharge is 80% of water supply, the sewage flow in sewers of separate system, is_____________________?
- A. 0.05552 cumec B. 0.05554 cumec C. 0.05556 cumec D. 0.0556 cumec...
- The suitable cross-section of sewers to carry combined flow, is__________________?
- A. Circular B. Egg shaped C. Rectangular D. Horse shoe shaped...
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