Rectification energy dissipation method for inverse step stilling basin and stilling basin

A stilling pool and anti-step technology, which is applied in water conservancy projects, sea area projects, coastline protection, etc., can solve the problems of violent tumbling of the water flow at the top of the tail sill, poor connection of downstream water levels, and increased aeration, so as to reduce downstream erosion, Dissipating flow velocity distribution and the effect of adjusting the flow velocity distribution

Inactive Publication Date: 2015-06-03
NANJING HYDRAULIC RES INST +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Bottom flow energy dissipation is often used to form a hydraulic energy dissipation flow state in a stilling pool, and the shape of the tail sill of the stilling pool has a great influence on the flow state in the pool
At the present stage, the facing surface of the tail sill mostly adopts the straight wall type or the type with a steep slope. When the combination of upstream and downstream water levels is unfavorable, there may be surge flow due to the collision of the tail sill, and the tail sill is strongly impacted by the water flow, and the tail sill The top water flow is tumbling violently, often poorly connected with the downstream water level, resulting in unfavorable water flow patterns
[0003] The step energy dissipation method has b

Method used

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  • Rectification energy dissipation method for inverse step stilling basin and stilling basin
  • Rectification energy dissipation method for inverse step stilling basin and stilling basin
  • Rectification energy dissipation method for inverse step stilling basin and stilling basin

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Experimental program
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Effect test

Embodiment 1

[0019] Such as figure 1 , figure 2 As shown, the reverse step stilling pool is composed of the front sill 1, the bottom floor 2, the side walls 3 on both sides and the end sill 4. The elevation of the steps increases step by step along the direction of the water flow, and the incoming flow collides with the steps of the tail sill 4 in layers, so that the water flow in front of the pool is fully collided, mixed, and turbulent, reducing the flow rate of the pool, increasing the water level of the tail water, and increasing the hydraulic jump. The conjugate water depth increases the energy dissipation efficiency in the pool.

[0020] The side walls 3 on both sides are plane, and are symmetrically distributed with respect to the central axis of the stilling pool to form a symmetrical equal-width stilling pool, and the tail sill 4 is composed of symmetrical steps equal to the width of the stilling pool.

[0021] The order of the tail sill 4 is 3, and the height of a single step ...

Embodiment 2

[0023] The reverse step stilling pool is composed of the front sill 1, the bottom floor 2, the side walls 3 on both sides and the end sill 4. The rear sill 4 is set as a continuous reverse step tail sill, and the steps of the continuous reverse step flow along the water The elevation in the direction increases step by step, and the incoming flow collides with the steps of the tail sill in layers, so that the water flow in front of the pool is fully collided, mixed, and turbulent, reducing the flow rate of the pool, increasing the water level of the tail water, and increasing the conjugate water depth of the hydraulic jump. Increase the efficiency of energy dissipation in the pool.

[0024] The side walls 3 on both sides are plane, and are symmetrically distributed with respect to the central axis of the stilling pool to form a symmetrical equal-width stilling pool, and the tail sill 4 is composed of symmetrical steps equal to the width of the stilling pool.

[0025] The order ...

Embodiment 3

[0027] The reverse step stilling pool is composed of the front sill 1, the bottom floor 2, the side walls 3 on both sides and the end sill 4. The rear sill 4 is set as a continuous reverse step tail sill, and the steps of the continuous reverse step flow along the water The elevation in the direction increases step by step, and the incoming flow collides with the steps of the tail sill in layers, so that the water flow in front of the pool is fully collided, mixed, and turbulent, reducing the flow rate of the pool, increasing the water level of the tail water, and increasing the conjugate water depth of the hydraulic jump. Increase the efficiency of energy dissipation in the pool.

[0028] The side walls 3 on both sides are plane, and are symmetrically distributed with respect to the central axis of the stilling pool to form a symmetrical equal-width stilling pool, and the tail sill 4 is composed of symmetrical steps equal to the width of the stilling pool.

[0029] The steps ...

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Abstract

The invention discloses a rectification energy dissipation method for an inverse step stilling basin and the stilling basin. A conventional end sill shape is replaced with a continuous inverse step end sill at the tail end, so that water flow collides with the end sill in a layering manner, the phenomenon of surge caused by straight wall type or steep slope type end sill collision and more concentrated water flow impact force in the basin are avoided, the flow regime of collision, mixing and turbulence of the water flow which is not discharged from the basin can be enhanced, and by collision energy dissipation and increasing of conjugate water depth of water jump, the length of the basin can be effectively decreased, energy dissipation rate can be increased, and energy dissipation and speed regulation functions can be realized. The rectification energy dissipation method and the stilling basin are applied to the conditions of high and medium water heads, high Fr coefficient, connection of the stilling basin to the downstream, uniform inflow and outflow and coaxiality between the axis of a river channel after an outlet and the water flow discharged from the basin.

Description

technical field [0001] The invention belongs to the field of flood discharge and energy dissipation of water conservancy and hydropower projects, and relates to an energy dissipation method and a stilling pool. Background technique [0002] In water conservancy and hydropower discharge structures, when the discharge is connected with the downstream natural river, it is necessary to dissipate energy and adjust the flow velocity distribution. High water head and high Fr number (Fr number is called Froude number, which is a hydraulic parameter, hereinafter referred to as "Fr number") discharge conditions, can be used to add water cushion ponds, or bottom flow and surface flow can be used to add stilling force Pond and other measures to achieve the purpose of energy dissipation and anti-scour. When using bottom flow energy dissipation, stilling pools are often used to form hydraulic jump energy dissipation flow patterns, and the shape of the tail sill of the stilling ponds has ...

Claims

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Application Information

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IPC IPC(8): E02B8/06
CPCE02B8/06
Inventor 吴时强王芳芳王威吴修锋周杰戴江玉薛万云吴越杰陈惠玲
Owner NANJING HYDRAULIC RES INST
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