Partial plunge pool type stilling basin

A technology for water cushion ponds and stilling ponds, which is applied in water conservancy projects, sea area projects, coastline protection, etc., can solve problems such as low adaptability, high requirements for river bed geological conditions, and large flow velocity near the bottom, and achieve strong adaptability and good Energy dissipation effect, the effect of reducing the bottom flow velocity

Inactive Publication Date: 2016-01-13
SICHUAN UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] Underflow energy dissipation is a form of energy dissipation that utilizes hydraulic jumps to transform the flow state and disinfect energy in the stilling pool. Underflow energy dissipation is not limited by the foundation, and has the advantages of stable flow state and little influence of atomization. The flow velocity is generally large, and the hydraulic jump flow state is restricted by the inlet Froude number and the downstream water depth, etc., and the adaptability is small
Water cushion ponds are mostly used in deflected flow energy dissipation methods. They have a simple shape, low requirements for upstream and downstream water flow conditions, and strong adaptability, but have high requirements for riverbed geological conditions, and the impact pressure of the bottom plate is large. The requirements are high, and the ridge itself is prone to damage under the action of high-speed water flow. In addition, the influence of atomization downstream of the energy dissipation of the deflection is generally relatively large
[0003] In general shallow water cushion stilling pools, the water cushion formed at the bottom of the pool is used as a "flexible floor" to exert an opposite flexible force on the water flowing into the pool to reduce the hydraulic index near the bottom. However, for large flow discharge, separate Shallow water pad stilling pool is used, the energy dissipation water body is insufficient, so the energy dissipation effect is limited

Method used

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Embodiment Construction

[0012] The specific embodiment of the present invention will be described with reference to the accompanying drawings.

[0013] Such as figure 1 As shown, the stilling pool of the local water cushion pond type includes the falling sill (1), the front shallow water cushion (2), the water cushion pond (3), the rear shallow water cushion (4), the tail sill (5) and the downstream apron (6);

[0014] The length of the stilling pool is L, the height h1 of the drop sill (1) is (1 / 15-1 / 10) L, the length X1 of the front shallow water pad (2) is (1 / 6-1 / 4) L, and the water pad pond ( 3) The depth h2 is (1 / 15~1 / 10)L, the length X2 of the water cushion pond (3) is (1 / 3~1 / 2)L, and the length of the rear shallow water cushion (4) is X3=L-X1- X2, the height of the tail sill (5) is h3 which is the same as the height of the falling sill h1, and the width B of the stilling pool is (1 / 10~1 / 3)L.

[0015] The length X2 and depth h2 of the water cushion pond (3) can be determined by parameters su...

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Abstract

The invention relates to a water conservancy facility, and specifically relates to a partial plunge pool type stilling basin. The partial plunge pool type stilling basin sequentially comprises a drop sill, a front shallow-water cushion, a plunge pool, a rear shallow-water cushion, an end sill and a downstream apron, wherein the front shallow-water cushion is connected to the bottom part of the drop sill; the sunken plunge pool is arranged at the rear side of the front shallow-water cushion; the uplifted rear shallow-water cushion is arranged at the rear side of the plunge pool; the end sill is arranged at the rear side of the rear shallow-water cushion. According to the partial plunge pool type stilling basin, the front shallow-water cushion and the rear shallow-water cushion of the stilling basin can perform the buffering function of a water cushion of the general stilling basin when the downstream water is at high level; the plunge pool in the middle can form a deep water cushion for the discharged water. Therefore, the water swirly rolls in the plunge pool and cannot indirectly impact a bottom plate of the stilling basin, and the speed of the water running close to the bottom can be effectively reduced; the rest energy can be dissipated again when the water runs through the end sill in the downstream, so that the bottom plate of the stilling basin can be certainly protected while good energy dissipating effect is ensured; the partial plunge pool type stilling basin is high in adaptability to the discharged flow.

Description

technical field [0001] The invention relates to a water conservancy facility, in particular to a local pad pond type stilling pool. Background technique [0002] Underflow energy dissipation is a form of energy dissipation that utilizes hydraulic jumps to transform the flow state and disinfect energy in the stilling pool. Underflow energy dissipation is not limited by the foundation, and has the advantages of stable flow state and little influence of atomization. The flow velocity is generally large, and the hydraulic jump flow state is restricted by the inlet Froude number and the downstream water depth, so the adaptability is relatively small. Water cushion ponds are mostly used in deflected flow energy dissipation methods. They have a simple shape, low requirements for upstream and downstream water flow conditions, and strong adaptability, but have high requirements for riverbed geological conditions, and the impact pressure of the bottom plate is large. The requirements ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02B8/06
Inventor 李连侠刘德伟李秋林沈焕荣易文敏
Owner SICHUAN UNIV
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