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Question

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?

The correct answer is

Egg shaped

Choosing the Right Sewer for Variable Flow Conditions

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.

Understanding Sewer Hydraulic Efficiency

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, $R_h = A/P$).

Analysis of Sewer Shapes

  • Circular Sewers: These are the most common type due to their structural strength and ease of construction. They are most efficient when flowing full or nearly full. However, at low flow depths (like the summer condition mentioned), the wetted perimeter is relatively large compared to the flow area, resulting in lower velocities and reduced self-cleansing efficiency.
  • Rectangular Sewers: While used in specific applications, they are generally less hydraulically efficient for wastewater transport compared to circular or egg-shaped sewers, especially at low flows. The wide, flat bottom can promote sedimentation.
  • Semi-circular Sewers: Often used for surface drainage or smaller conduits, they lack the necessary depth and shape characteristics to efficiently handle the variable loads and self-cleansing requirements of a combined sewer system.
  • Egg-shaped Sewers: This shape is specifically designed to optimize performance under varying flow conditions. It has a narrower channel at the bottom, which helps maintain a higher velocity and thus self-cleansing capacity even when the flow depth is low (like the 5-10% summer flow). The wider top portion allows it to efficiently accommodate large volumes of flow during peak periods, such as the rainy season. The shape ensures that the hydraulic radius remains favourable across a wider range of flow depths compared to a circular sewer of equivalent capacity.

Conclusion on Suitability

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.

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Important Questions from Sewage Treatment

  1. 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?
  2. Chlorine is sometimes used in sewage treatment:

  3. The activated sludge process is an

  4. 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?
  5. A trickling filter is designed to remove ______
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