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Question

Silt ejector is provided ________.

The correct answer is

in the canal on the downstream of head regulator

Understanding Silt Ejectors in Irrigation Canals

Silt is fine sediment that is carried by river water. When this river water is diverted into an irrigation canal, the silt can enter the canal as well. If this silt is allowed to settle in the canal, it can reduce the carrying capacity of the canal, require frequent dredging, and cause issues for farmers using the water downstream.

To prevent excessive silt accumulation in the canal, hydraulic structures are employed. Two main types of structures are used for silt management: silt excluders and silt ejectors.

  • Silt Excluders: These structures are built in the river bed upstream of the head regulator. They aim to prevent silt from entering the canal in the first place. They typically work by directing silt-laden water towards the undersluices or river course downstream of the weir/barrage.
  • Silt Ejectors: These structures are built within the canal itself, downstream of the head regulator. Their purpose is to remove the silt that has already entered the canal before it settles down. They typically consist of tunnels or chambers constructed at the bed of the canal, designed to draw off the lower layer of water which is usually richer in silt. This silt-laden water is then returned to the river downstream.

Locating the Silt Ejector

The question asks about the location of a silt ejector. Let's consider the options based on our understanding:

  • Option 1: in the river adjacent to the head regulator - This area is where a silt excluder would typically be located, aiming to prevent silt entry into the canal. A silt ejector works on silt *within* the canal.
  • Option 2: in the river far off from the weir on the upstream side - This location is too far upstream in the river and not related to the canal system or the point of diversion.
  • Option 3: in the river on the downstream of the weir - This is the area where rejected silt-laden water from silt excluders or ejectors is often discharged back into the river. It's not where the ejector itself is located in the canal system.
  • Option 4: in the canal on the downstream of head regulator - The head regulator is the gate structure that controls the flow of river water into the canal. Silt enters the canal through this head regulator. A silt ejector is designed to remove silt *after* it has entered the canal. Therefore, it must be located within the canal section, downstream of the head regulator but preferably before the silt has had a chance to settle extensively in the canal bed. This location allows the ejector to effectively remove the suspended or bed-load silt from the water flowing into the canal.

Based on the function of a silt ejector, which removes silt from the canal water, it must be situated within the canal itself, after the point where water (and silt) enters the canal from the river, which is the head regulator.

Detailed Explanation of Silt Ejector Location

A silt ejector is a structure built on the bed of the canal, a short distance downstream of the head regulator. The specific distance depends on the canal's design and velocity, aiming to allow heavy silt particles to move along the bed but not settle permanently before reaching the ejector structure. The ejector consists of a series of tunnels constructed at the canal bed, leading to a separate channel that discharges the silt-laden water back into the river downstream of the weir or barrage. The flow into these tunnels is induced by creating a drop or draw-down effect over the tunnels.

This strategic positioning ensures that the ejector targets the layer of water near the bed, which typically carries a higher concentration of silt, effectively removing it from the main canal flow.

Conclusion

Therefore, the silt ejector is provided in the canal on the downstream of the head regulator.

Summary of Silt Control Structures
Structure Type Location Primary Function
Silt Excluder River bed upstream of Head Regulator Prevent silt entry into canal
Silt Ejector Canal bed downstream of Head Regulator Remove silt that has entered the canal

Revision Table: Key Silt Ejector Facts

Concept Description
Silt Ejector Purpose To remove silt from the water flowing in an irrigation canal.
Silt Ejector Location In the canal, downstream of the head regulator.
Mechanism Draws off silt-laden water from the canal bed.
Discharge Returns silt-laden water to the river downstream.

Additional Information: Components of a Diversion Headwork

To better understand the context of a silt ejector, it's helpful to know about the main components of a typical diversion headwork built across a river to divert water into a canal:

  • Weir or Barrage: A structure built across the river to raise the water level and create a pond (known as the pond level) to feed the canal.
  • Undersluices or Scouring Sluices: Openings located on the same side as the head regulator at the weir/barrage. They help maintain a clear channel in front of the head regulator by scouring away silt deposited there. They also help regulate the pond level.
  • Head Regulator: A structure containing gates built at the off-taking point of the canal from the river (or pond). It controls the amount of water entering the canal and also prevents excess silt and debris from entering.
  • Divide Wall: A long wall built parallel to the river flow, extending from the weir/barrage upstream. It separates the undersluice section from the main weir portion and helps in guiding the flow towards the head regulator and undersluices.
  • Silt Control Structures: Silt excluders (in the river bed) and Silt ejectors (in the canal bed) designed to manage silt entry and removal.
  • Canal: The channel that carries the diverted water for irrigation or other purposes.

The silt ejector is an integral part of this system, ensuring that the water delivered through the canal system is relatively free of excessive sediment.

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Important Questions from Design of Canals

  1. Upon a detailed topographical investigation, an engineer wants to align a canal. Along which of the following should be align the canal?

  2. Which of the following components of the weir divides the river width into weir portion and under sluices pocket?

  3. Which canal irrigates only on one side because the area on the other side is higher?

  4. In which type of canal escapes is the crest of the weir wall kept at R.L. equal to the canal FSL?

  5. If the discharge in canal equals to 70 m3/s with it silt factor √2, the velocity of flow in canal as per Lacey’s theory is

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