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Question

The most suitable hydraulic structure for conveying water from higher elevation to lower elevation across the earthen bund is

The correct answer is
Pipe drop structure

Suitability of Hydraulic Structures for Conveying Water Across Earthen Bunds

The question asks for the most suitable hydraulic structure to convey water from a higher elevation to a lower elevation across an earthen bund. The key requirements are controlled conveyance and crossing an earthen structure.

Evaluating Structure Options

  • Drop structure: This is a general term. A pipe drop structure is a specific type.
  • Pipe drop structure: This structure uses a pipe to carry water vertically or with a significant drop, often incorporated into or alongside an earthen bund. It provides a controlled flow path, minimizing erosion and ensuring water transfer between elevations. This is highly suitable for crossing earthen bunds.
  • Chute spillway: Typically a concrete-lined channel designed for large-scale release of excess water, usually from reservoirs. It's generally not the most efficient or appropriate structure for simply conveying water across an earthen bund.
  • Gabion structure: Consists of wire baskets filled with rocks. Primarily used for erosion control, retaining walls, or stabilizing slopes, not for the primary purpose of water conveyance across a bund.

Conclusion on Best Structure

Considering the need to convey water across an earthen bund from a higher to a lower elevation, the pipe drop structure is the most suitable choice. It offers a controlled, efficient, and erosion-minimizing method for transferring water between different levels.

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Important Questions from Chute Spillways

  1. A rectangular chute spillway is designed for gully erosion control with a drop (H) of 5 m, peak flow of 1.81 $m^3$ $s^{-1}$ and maximum inlet water level of 0.81 m. Frictional head loss over the apron is 20% of H. The design height of chute blocks is equal to the depth of flow in the water way. Acceleration due to gravity (g) is 9.81 $m$ $s^{-2}$. If coefficient of discharge of the weir section is 1.66, height of the chute blocks is ________ m.
  2. When the bed slope of the discharge carrier in a chute spillway changes from steeper to milder, we provide a
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