In the rainy season, it has to carry combined discharge to its maximum capacity and in summer it may even be 5 to 10% of the maximum, which of the following types of sewer will be most suitable?
Egg shaped
Sewer systems often face significantly different flow rates throughout the year. The question highlights a scenario with high combined discharge during the rainy season and much lower flows, potentially only 5-10% of the maximum, during summer. Selecting the most suitable sewer shape is crucial for efficient operation, especially concerning self-cleansing capabilities.
The primary challenge with variable flows is maintaining adequate velocity, known as self-cleansing velocity, even when the flow is low. If the velocity drops too much, solid waste and debris can settle at the bottom of the sewer, leading to blockages and reduced capacity. A sewer's hydraulic efficiency is related to its shape, which affects the wetted perimeter and the hydraulic radius (defined as the ratio of the flow area to the wetted perimeter, $R_h = A/P$).
Given the requirement to handle maximum capacity during rainy seasons and maintain effective flow with minimal sediment deposition (self-cleansing) at very low flows (5-10% of maximum) in summer, the egg-shaped sewer is the most suitable choice. Its design inherently addresses the challenges posed by significant variations in flow rates, making it a superior option for combined sewer systems with fluctuating hydraulic loads.
Consider the following statements in respect of anaerobic sludge digester:
1. It is less expensive compared to several other methods available.
2. Processing of separable solids impacts the environment to a minimum.
3. Quantity of separated solids requiring disposal is minimal
4. Digested sludge is very readily dewatered able.
Which of the above statements are correct?Chlorine is sometimes used in sewage treatment:
The activated sludge process is an
Consider the following statements regarding contact stabilization process:
1. Primary settling tank is not required in some cases.
2. BOD removal occurs in two stages.
3. Aeration volume requirements are approximately 50% of those of a conventional – or tapered – aeration plant.
4. Returned sludge is aerated for 30 min to 90 min in sludge aeration tank.
Which of the above statements are correct?