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Question

When the bed slope of the discharge carrier in a chute spillway changes from steeper to milder, we provide a

The correct answer is
concave vertical curve

Chute Spillway Bed Slope Transition Analysis

The question asks about the type of transition used in a chute spillway when the bed slope changes from steeper to milder.

Understanding Bed Slope Changes

A steeper bed slope indicates a larger change in elevation over a given horizontal distance, while a milder bed slope indicates a smaller change.

Transitioning from a steeper slope to a milder slope requires a gradual reduction in the gradient of the spillway floor.

Selecting the Correct Vertical Curve

A vertical curve is used to smoothly connect sections with different gradients. In this case:

  • A concave vertical curve bends upwards relative to the flow direction. It is suitable for connecting a steeper slope to a milder slope because it gradually decreases the slope's steepness.
  • A convex vertical curve is used for transitions from milder to steeper slopes.
  • A reverse curve involves changes in both directions and is not the standard for a simple steeper-to-milder transition.
  • A converging transition relates to changes in the channel width, not the longitudinal slope profile.

Therefore, when the bed slope changes from steeper to milder, a concave vertical curve is implemented to ensure a smooth hydraulic transition.

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