Quasi-theoretical End-depth–Discharge Relationship Based on the Pressure Distribution at the End of Free Overfall for Rough Rectangle Channels

Naiwen LI; Yanchun HUANG; Xiaopan CHEN; Longguo LI; Chao LIU

doi:10.15961/j.jsuese.202201219

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Quasi-theoretical End-depth–Discharge Relationship Based on the Pressure Distribution at the End of Free Overfall for Rough Rectangle Channels

HYDRAULIC ENGINEERING | 更新时间：2024-03-14

- Quasi-theoretical End-depth–Discharge Relationship Based on the Pressure Distribution at the End of Free Overfall for Rough Rectangle Channels
- Advanced Engineering Sciences Vol. 56, Issue 1, Pages: 218-227(2024)
- 作者机构：
  
  1.四川大学山区河流保护与治理全国重点实验室，四川成都 610065
  2.四川大学水利水电学院，四川成都 610065
  3.河南天池抽水蓄能有限公司，河南南阳 473000
- 作者简介：
- 基金信息：
- DOI：10.15961/j.jsuese.202201219
  CLC： TV131.4
- Published：20 January 2024，
  
  Published Online：31 January 2023，
  
  Received：8 November 2022，
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李乃稳,黄滟淳,陈小攀,等.基于跌坎压力自相似分布的明渠水深−流量关系推求[J].工程科学与技术,2024,56(1):218–227

Li Naiwen,Huang Yanchun,Chen Xiaopan,et al.Quasi-theoretical end-depth–discharge relationship based on the pressure distribution at the end of free overfall for rough rectangle channels[J].Advanced Engineering Sciences,2024,56(1):218–227
李乃稳,黄滟淳,陈小攀,等.基于跌坎压力自相似分布的明渠水深−流量关系推求[J].工程科学与技术,2024,56(1):218–227 DOI： 10.15961/j.jsuese.202201219.

Li Naiwen,Huang Yanchun,Chen Xiaopan,et al.Quasi-theoretical end-depth–discharge relationship based on the pressure distribution at the end of free overfall for rough rectangle channels[J].Advanced Engineering Sciences,2024,56(1):218–227 DOI： 10.15961/j.jsuese.202201219.

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四川大学水力学与山区河流开发保护国家重点实验室四川大学水利水电学院

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Quasi-theoretical End-depth–Discharge Relationship Based on the Pressure Distribution at the End of Free Overfall for Rough Rectangle Channels

DOI：10.15961/j.jsuese.202201219