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
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Related Mcqs:
- The ratio of maximum sewage flow to average sewage flow for mains up to 1 m in diameter, is___________________?
- A. 1.5 B. 2.0 C. 3.0 D. 4.0...
- 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...
- The ratio of maximum sewage flow to average sewage flow for trunk mains having diameters more than 1.25 m, is____________________?
- A. 1.5 B. 2.0 C. 3.0 D. 4.0...
- For sewer mains of 0.5 to 1 m diameter, the ratio of 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 a city the ratio of the drainage to sewage is 20, the percentage discharge passing through non-monsoon periods, is_____________________?
- A. 5 B. 10 C. 15 D. 20...
- Dry weather flow is__________________?
- A. Average daily rate of flow B. Average monthly rate of flow C. Average annual rate of flow D. Water supply allowance per capita...
- The ratio of minimum hourly flow to the average flow of sewage is_________________?
- A. 1/4 B. 1/3 C. 1/2 D. 3/4...
- 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...
- If q is the average sewage flow from a city of population P, the maximum sewage flow______________?
- A. Q = [(4 + )/(18 + )] q B. Q = [(18 + P)/(4 + )] q C. Q = [(18 + )/(4 + )] q D. Q = [(5 + )/((15 + )] q...
- The rational formula for peak drainage discharge, was evolved by_________________?
- A. Fruhling B. Lloyd David C. Kuichling D. All of these...
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