长江科学院院报 ›› 2014, Vol. 31 ›› Issue (5): 1-6,11.DOI: 10.3969/j.issn.1001-5485.2014.05.001

• 江湖泥沙与治理 •    下一篇

冲积性河流河床横断面形态研究与进展

廖治棋1,范北林1,黄莉1,2,陈静婷1,李凌云1   

  1. 1.长江科学院 河流研究所,武汉 430010;
    2.武汉大学 水资源与水电工程国家重点实验室,武汉 430072
  • 收稿日期:2013-04-15 修回日期:2014-05-12 出版日期:2014-05-12 发布日期:2014-05-12
  • 作者简介:廖治棋(1989-),男,江西南康人,硕士研究生,主要从事水力学及河流动力学研究,(电话)18717180341(电子信箱)cky_liaozhiqi1989@163.com。
  • 基金资助:
    国家自然科学基金(51009012)

Research Progress of Riverbed Cross-section of Alluvial River

LIAO Zhi-qi1,FAN Bei-lin1,HUANG Li1,2, CHEN Jing-ting1, LI Ling-yun1   

  1. 1.River Department, Yangtze River Scientific Research Institute, Wuhan 430010, China;
    2.State Key Laboratory of Water Resources and Hydropower Engineering Science,Wuhan University, Wuhan 430072,China
  • Received:2013-04-15 Revised:2014-05-12 Online:2014-05-12 Published:2014-05-12

摘要: 冲积性河流河床横断面形态的变化调整,不仅影响河流的排洪输沙能力,而且还会影响河流两岸堤防的安全与稳定、岸边土地的规划利用及居民的正常生活生产。为此,深入研究河道横断面形态调整规律及其机理具有重要意义。主要对冲积性河流河床横断面形态现有研究成果和进展进行总结,归纳现有研究方法的优点与不足,提出有待进一步研究的问题:①现有研究手段和方法的完善。基于实测资料的经验分析,虽然简单方便,但其局限性很大,许多成果只对具体的实例有较好的适应性;而数学模型仅能模拟室内模型小河或人工渠道的调整过程,对于复杂天然河流的模拟,还需要进一步完善。②注重实测资料分析与理论研究的结合,深化对河床断面形态调整内在机理的理论认识。目前较为流行的力学理论、线性理论和滞后响应理论所建立的模型中各个影响参数和调整的内在机理都还有待进一步研究细化。③应拓展现有计算方法的应用范围。以往的计算方法一般是针对某一特定河段建立的,缺乏在其他河段的应用,需要扩大应用计算方法的适用范围,提高实用性。

关键词: 冲积性河流, 横断面形态, 河床演变

Abstract: The adjustment of riverbed cross-section in alluvial river not only affects the floodwater discharge, the ability of sediment transport, but also influences the dike and dam security and stability, the planning and using of land on the bank on both sides. It is of great significance to research the regularity and mechanism of channel cross-section in alluvial river. In this paper, the research achievements and progresses in the regularity of riverbed cross-section adjustment in alluvial river are summarized, and suggestions for further research are proposed as follows: (1) The existing research methods should be improved. Empirical analysis based on measured data are convenient but limited, which is only adaptive to specific examples; whereas mathematical model can only simulate the adjustment of small river or artificial channel in laboratory, and needs to be improved for complex natural rivers; (2) More attention should be paid to the merging of theoretical research and field data analysis, and understanding on the regularity and mechanism of channel cross-section should be enhanced;(3) The application field of computing methods of riverbed cross-section adjustment should be extended.

Key words: alluvial river, morphology of riverbed cross-section, riverbed evolution

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