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黄河宁夏段水沙变化特点及临界来沙系数研究

凌虹霞 王新军 王永强 钟德钰 张红武

人民黄河Issue(2):19-23,5.
人民黄河Issue(2):19-23,5.DOI:10.3969/j.issn.1000-1379.2015.02.006

黄河宁夏段水沙变化特点及临界来沙系数研究

Research on the Flow and Sediment Conditions and Critical Incoming Sediment Coefficient in Ningxia Section of Yellow River

凌虹霞 1王新军 2王永强 1钟德钰 1张红武1

作者信息

  • 1. 清华大学水沙科学与水利水电工程国家重点实验室,北京100084
  • 2. 宁夏回族自治区防汛抗旱指挥部办公室,宁夏银川750001
  • 折叠

摘要

Abstract

By analyzing the historical hydrology and sediment data in recent 60 years of Xiaheyan,Qingtongxia and Shizuishan hydrologic sta-tions,we studied the flow and sediment process and the river’s erosion and deposition using the statistic analyzing method. We highlighted the study of the influence of the operation of Longyangxia and Liujiaxia. On this basis,from the relations of sediment transport rate and flow discharge,flood season and non-flood season’s sediment and water amount,we explored the overall and size distinguished critical incoming sediment coefficient of QS section(shortly for the section from Qingtongxia to Shizuishan). The result shows that the joint regulation of Longy-angxia and Liujiaxia has a great influence on the flow and sediment in Ningxia section. The incoming sediment coefficient of QS sections is 0. 002 36 kg·s/m6 ,and it’s different for coarse,medium and fine sand. Among the three size- distinguished critical incoming sediment co-efficients,the fine sand is the largest and the coarse and medium sand are similar,meaning that transporting fine sand requires the least flow discharge and the others are almost the same.

关键词

水沙条件/冲淤量/来沙系数/分粒径/宁夏段/黄河

Key words

flow and sediment conditions/erosion and deposit/incoming sediment coefficient/Ningxia section/Yellow River

分类

建筑与水利

引用本文复制引用

凌虹霞,王新军,王永强,钟德钰,张红武..黄河宁夏段水沙变化特点及临界来沙系数研究[J].人民黄河,2015,(2):19-23,5.

基金项目

国家自然科学基金资助项目(51379102);国家重点基础研究发展计划项目(2011CB403300)。 ()

人民黄河

OA北大核心CSTPCD

1000-1379

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