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黄河下游花园口至孙口河段高效输沙洪水阈值研究

白玉川 梁栋 李岩 黄哲 徐海珏

水力发电学报2024,Vol.43Issue(10):32-41,10.
水力发电学报2024,Vol.43Issue(10):32-41,10.DOI:10.11660/slfdxb.20241003

黄河下游花园口至孙口河段高效输沙洪水阈值研究

Study on flood threshold of high-efficient sediment transport from Huayuankou to Sunkou in lower Yellow River

白玉川 1梁栋 1李岩 2黄哲 1徐海珏1

作者信息

  • 1. 天津大学 水利工程智能建设与运维全国重点实验室,天津 300350||天津大学 河流海岸工程泥沙研究所,天津 300350
  • 2. 鲁东大学 海岸研究所,山东 烟台 264025
  • 折叠

摘要

Abstract

Changes in the energy dissipation rate of a river reflect its ability to transport water and sediment and its patterns in bed morphology adjustment.This study explores the quantitative relationships of boundary resistance energy dissipation rate(BREDR)versus incoming water and sediment,cross-sectional morphology,and riverbed stability,from a perspective of energy dissipation,combined with statistical analysis of data measured in the lower Yellow reach of Huayuankou to Sunkou.We determine an efficient flood sediment transport threshold for this reach,based on two indicators:BREDR,and riverbed stability.The results show that the flow rate is the main factor of BREDR,and it is linearly related to the power of BREDR.As the flow increases above 2000 m3/s,its BREDR shows a trend of weakening first and then strengthening with the increase in sediment concentration.Generally,a river's BREDR is negatively correlated with the width-to-depth ratio under high flow conditions.The correlation is low for the study reach of Huayuankou and Jiahetan where cross-sectional morphology is complex,while high at the cross sections of Gaocun and Sunkou with simple morphology.Under unsteady water and sediment conditions,the riverbed will mostly develop instability.Considering both bed morphological stability and the minimum of BREDR,our calculations reveal the flow rate threshold for efficient flood sediment transport in the study reach is roughly 1500 m3/s,with a sediment concentration of about 23 kg/m3.

关键词

黄河下游/边界阻力能耗率/断面形态/河床稳定性/高效输沙洪水

Key words

lower Yellow River/boundary resistance energy dissipation/section shape/riverbed stability/high-efficient flood sediment transport

分类

水利科学

引用本文复制引用

白玉川,梁栋,李岩,黄哲,徐海珏..黄河下游花园口至孙口河段高效输沙洪水阈值研究[J].水力发电学报,2024,43(10):32-41,10.

基金项目

国家重点研发计划资助项目(2023YFC3208601) (2023YFC3208601)

山东省自然科学基金青年项目(ZR2023QE310) (ZR2023QE310)

国家自然科学基金(52109097) (52109097)

水力发电学报

OA北大核心CSTPCD

1003-1243

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