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挑距受限情况下挑流消能的体型优化

付庭玉

江淮水利科技Issue(3):33-35,47,4.
江淮水利科技Issue(3):33-35,47,4.DOI:10.20011/j.cnki.JHWR.202403007

挑距受限情况下挑流消能的体型优化

Optimization of flow dissipation structure under constrained span conditions

付庭玉1

作者信息

  • 1. 安徽荣景工程设计咨询有限公司,安徽 合肥 230051
  • 折叠

摘要

Abstract

To prevent erosion and damage to the downstream right bank access road and slope due to flood discharge,the spill-way chute of the new Bainianshan Reservoir adopts a continuous flow dissipation structure.By analyzing factors such as the nose angle,crest elevation,and their impact on the span,and comparing different methods based on calculation results,the spillway chute flow dissipation structure was adjusted to include a nose radius of 11.0 meters,crest elevation of 288.50 meters,and an angle of 20°.Additionally,downstream reinforced concrete aprons were added to effectively reduce erosion damage.This design can serve as a reference for similar projects in the future.

关键词

挑流消能/挑距/冲刷破坏/挑流鼻坎/体型优化

Key words

trajectory energy dissipation/throw distance/erosion damage/trajectory bucket/shape optimization

分类

建筑与水利

引用本文复制引用

付庭玉..挑距受限情况下挑流消能的体型优化[J].江淮水利科技,2024,(3):33-35,47,4.

基金项目

安徽省自然科学基金项目(2008085MD118) (2008085MD118)

江淮水利科技

1673-4688

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