地理研究 ›› 1999, Vol. 18 ›› Issue (4): 363-372.doi: 10.11821/yj1999040006

• 论文 • 上一篇    下一篇

黄河中游小流域坡沟侵蚀关系研究

陈浩1, 王开章2   

  1. 1. 中国科学院地理研究所, 北京 100101;
    2. 山东水利专科学校, 山东泰安 271000
  • 收稿日期:1999-08-21 修回日期:1999-06-23 发布日期:2013-01-18
  • 通讯作者: 陈浩(1954- )男,山东鄄城人,副研究员,主要从事侵蚀地貌、土壤侵蚀、流水地貌等研究工作,曾发表论文近50篇,出版专著和参与编著各一部。
  • 基金资助:

    国家自然科学基金委和水利部联合重大基金(59890200)

A study on the slope-gully erosion relationship on small basins in the loess areas at the middle reaches of the Yellow River

CHEN Hao1, WANG Kai-zhang2   

  1. 1. Institute of Geography, Chinese Academy of Sciences, Beijing 100101, China;
    2. Shandong Water Conservancy Technical College, Shanong Taian 271000, China
  • Received:1999-08-21 Revised:1999-06-23 Published:2013-01-18

摘要: 根据坡面水下沟时在沟坡(道)上“净产沙增量”的概念,探讨了沿程含沙水流侵蚀特性的变化和坡沟侵蚀关系及产沙机理,并采用成因分析法定量确定了典型小流域的泥沙来源。

关键词: 黄河中游, 小流域, 坡沟侵蚀关系, 泥沙来源

Abstract: The erosion characteristics of the upper slope runoff and the slope-gully erosion relationship are discussed based on the data of runoff and sediment yield from gauging stations in the loess areas at the middle reaches of the Yellow River. Sources of sediments in typical small catchment are determined based on the concept of net increment of sediment yield by using analytical method of sediment formation at different positions in a catchment. The result shows that sediments in a small catchment at the middle reaches of the Yellow River mainly come from slopes. This paper indicated that the sediment sources from slopes are roughly 55, and 85 percent of the total sediment yield of the small catchments in Yangdaogou, and Nanxiaohegou, respectively, due to impacts of varying degrees from upper slope runoff. Under a critical condition, erosion characteristics of slope would change. In yangdaogou and wangmaogou, the critical value are about 319 kg/m3 and 362 kg/m3 under multi years(or multi times)rainfall condition, respectively.

Key words: small watershed, slope-gully erosion relationship, sediment sources, the middle reaches of the Yellow River

PACS: 

  • P333.4