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A high arch dam flood discharge and energy dissipation facility with the floor on both sides gradually raised

A technology of high arch dam and floor, applied in marine engineering, construction, barrage/weir, etc., can solve problems such as limited width, increase slope stability, wash out water cushion ponds, etc., and achieve height reduction and reduction. The difficulty of engineering construction and the effect of increasing the construction face

Active Publication Date: 2020-05-12
SICHUAN UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Since the bridleway is considered from the perspective of convenient traffic, its width is limited, and it cannot increase the stability of the slope very well.
In addition, the existing form of the pond determines that the water inlet area of ​​the water tongue must be within the scope of the bottom of the pond, and the water flow cannot hit the bank slope of the pond, otherwise it may directly destroy the pond

Method used

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  • A high arch dam flood discharge and energy dissipation facility with the floor on both sides gradually raised
  • A high arch dam flood discharge and energy dissipation facility with the floor on both sides gradually raised
  • A high arch dam flood discharge and energy dissipation facility with the floor on both sides gradually raised

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Embodiment 1

[0025] In this embodiment, the flood discharge and energy dissipation facilities of the high arch dam whose bottom plates on both sides are gradually raised are arranged in the following way: figure 2 As shown, its composition includes several overflow surface holes arranged on the dam body and a water cushion pond arranged downstream of the overflow surface holes and opposite to the overflow surface holes. 3 low-level overflow gauge holes and high-level overflow gauge holes located symmetrically on both sides with the same structure and higher floor elevations, and high-level overflow gauge holes located on both sides with higher floor elevations, each side has 1 floor elevation There are two kinds of overflow surface holes different from the hole width. The overflow surface hole near the inner side has a bottom plate elevation and orifice width. The overflow surface hole on the outer side has a lower bottom plate elevation and a narrower orifice width; 3 low-level overflow ...

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Abstract

The invention discloses a high arch dam flood discharge and energy dissipation facility with gradually-elevated bottom plates on two sides. The facility comprises multiple overflow surfaces holes formed in an arch dam, and a plunge pool arranged on the downstream of the overflow surface holes and corresponding to the overflow surface holes. The overflow surface holes comprise low-position overflowsurface holes located in the middle, and high-position overflow surface holes located in the two sides, wherein the bottom elevation of the low-position overflow surface holes is low, and the bottomelevation of the high-position overflow surface holes is high. Among the overflow surface holes, with the high elevation, in the two sides, the bottom elevation of the overflow surface holes in the inner side is lower than the bottom elevation of the overflow surface holes in the outer side. The plunge pool is a compound fracture surface plunge pool. The pool bottom of the plunge pool comprises acenter bottom plate and step bottom plates which are located on the bank slopes of the two sides of the center bottom plate and are sequentially elevated step by step. The center bottom plate corresponds to water tongues jetted from the low-position overflow surface holes. The step bottom plates correspond to water tongues jetted from the high-position overflow surface holes. According to the facility, under the conditions of the same flow discharge amount and the stable and safe bank slopes of the plunge pool, the excavation amount of the plunge pool is reduced, and the project investment isreduced.

Description

technical field [0001] The invention belongs to the technical field of energy dissipation for arch dams in water conservancy and hydropower projects, and in particular relates to a flood discharge and energy dissipation facility suitable for high arch dams. Background technique [0002] Arch dams are a common type of dam in water conservancy and hydropower projects. High arch dams are usually built in narrow river valleys. The main characteristics of their flood discharge and energy dissipation are: high water head, large flow, and narrow river valleys, so the single-width discharge and single-width flood discharge power are also particularly large, and the geological conditions of the valley in the dam area complex. This makes the problems of flood discharge, energy dissipation and scour prevention of high arch dams more prominent, and has become one of the key technical problems in the construction of high arch dams. [0003] When the arch dam uses the overflow surface h...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02B8/06
CPCE02B8/06
Inventor 邓军刘文张法星田忠卫望汝许唯临刘善均
Owner SICHUAN UNIV
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