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自适应库水位变幅的竖缝式鱼道出口优化及通过性分析

郑铁刚 张志广 孙双科 李广宁 柳海涛 温静雅

水利学报2025,Vol.56Issue(7):853-861,9.
水利学报2025,Vol.56Issue(7):853-861,9.DOI:10.13243/j.cnki.slxb.20240742

自适应库水位变幅的竖缝式鱼道出口优化及通过性分析

Optimization design and passability analysis of vertical slot fishway outlet for self-adapting to water level fluctuation in reservoir

郑铁刚 1张志广 2孙双科 1李广宁 1柳海涛 1温静雅3

作者信息

  • 1. 中国水利水电科学研究院流域水循环模拟及调控国家重点实验室,北京 100038
  • 2. 中国电建集团北京勘测设计研究院有限公司,北京 100024
  • 3. 生态环境部环境工程评估中心,北京 100041
  • 折叠

摘要

Abstract

Vertical slot fishways(VSFs)have been one of the popular fishway design types worldwide over the past 30 years.The water depth at the exit section is one of the main factors affecting fish migration during VSF operation.To match the fluctuation of the water depth at the VSF exit section,an optimal VSF design method is proposed here.The outlet section of the optimized fishway consists of three parts:the deep-water section,overflow section,and shallow-water section.Through physical model tests and numerical simulation calculations,the hydraulic characteris-tics of the outlet section of the fishway are studied in detail.The water depth and velocity profiles at the shallow sec-tion are uniform regardless of the water level at the VSF exit.Nevertheless,the hydrodynamic profiles at the deep-water section are non-uniform owing to the backwater effect,which decreases the velocity in the slot.Under different upstream water levels,the overflow section balanced the discharge between the inlet and outlet of the VSF through overflow,which basically satisfies the discharge relationship of a sharp-crested side weir.Although non-uniform con-ditions are present in the deep-water section,hydrodynamic profiles are suitable for migrating fish to pass through.This indicates that the optimized VSF is fish-friendly.The optimal VSF design method has major implications in real-life scenarios where uniform operating conditions are rarely achieved,particularly for daily regulation reservoirs.

关键词

竖缝式鱼道/单出口/水位变幅/溢流段/水力特性

Key words

vertical slot fishway/single exit section/fluctuation of water level/overflow section/hydraulics

分类

建筑与水利

引用本文复制引用

郑铁刚,张志广,孙双科,李广宁,柳海涛,温静雅..自适应库水位变幅的竖缝式鱼道出口优化及通过性分析[J].水利学报,2025,56(7):853-861,9.

基金项目

国家重点研发计划项目(2022YFC3204203) (2022YFC3204203)

重大工程科研项目(12IJG202400055,2020070604-ky-2021-09,KY20240281) (12IJG202400055,2020070604-ky-2021-09,KY20240281)

水利学报

OA北大核心

0559-9350

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