Which of the following components of the weir divides the river width into weir portion and under sluices pocket?
Divide wall
A weir is a type of low dam built across a river to raise the water level upstream or to divert water into a canal. Weirs have several important components, each serving a specific purpose in managing river flow and water diversion.
The question asks about the component that divides the river width into two distinct areas: the weir portion and the under sluices pocket. Let's examine the options provided:
Based on the functions of these components, the structure specifically responsible for dividing the river width into the weir portion and the under sluices pocket is the Divide wall.
| Component | Primary Function |
|---|---|
| Weir Proper | Raises upstream water level, creates pondage |
| Under Sluices | Passes sediment, maintains clear water for canal |
| Divide Wall | Separates Weir Proper from Under Sluices Pocket |
| Canal Head Regulator | Controls water flow into the canal |
| Ancillary Works | Supporting structures (guide banks, bunds, etc.) |
Therefore, the component that performs the function of dividing the river width into the weir portion and under sluices pocket is the Divide wall.
| Component | Role in Weir Structure |
|---|---|
| Weir Proper | Main barrier across the river |
| Under Sluices / Scouring Sluices | Gated section near one bank |
| Divide Wall | Long wall separating weir from sluices pocket |
| Canal Head Regulator | Gate controlling flow into the canal |
Weirs and barrages are common river diversion structures. While both raise water levels and divert water, barrages typically have gates across their entire width, allowing better control over upstream water levels and downstream flow compared to fixed-crest weirs. The principles of separating the sediment-laden flow (via under sluices) from the clear water flow (for the canal) are crucial in the design of both weirs and barrages to ensure the efficient and sustainable operation of irrigation canals.
The Divide wall plays a vital role in directing the main flow away from the canal head regulator during floods, thereby reducing sediment entry into the canal. It also helps in scouring deposited silt near the regulator by concentrating flow through the under sluices during low flow periods.
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