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长江中下游河道冲淤与河床自动调整作用分析
引用本文:石国钰,许全喜,陈泽方.长江中下游河道冲淤与河床自动调整作用分析[J].山地学报,2002,20(3):257-265.
作者姓名:石国钰  许全喜  陈泽方
作者单位:长江水利委员会水文局,湖北,武汉,430010
基金项目:国家自然科学基金会 (项目编号 :5 0 0 996 2 0 ),长江水利委员会联合资助项目
摘    要:根据实测河道测图资料及水沙资料,首次利用断面地形法和输沙平衡法较全面地系统地计算分析了长江中下游河道泥沙的冲淤变化及其分布规律,计算结果表明宜昌-大通段呈冲槽、淤滩、淤汊特征;同时剖析和验证了长江中下游河床具有较强的自动调整作用。

关 键 词:河道河淤  自动调整  长江中下游
文章编号:1008-2786(2002)03-0257-09
修稿时间:2002年3月14日

Analysis on Channel Scouring and Silting and Self-adjusting in Midstream and Downstream Reaches of Changjiang River
SHI Guo yu,XU Quan xi and CHEN Ze fang.Analysis on Channel Scouring and Silting and Self-adjusting in Midstream and Downstream Reaches of Changjiang River[J].Journal of Mountain Research,2002,20(3):257-265.
Authors:SHI Guo yu  XU Quan xi and CHEN Ze fang
Abstract:According to channel topographic and water sediment data, using methods of cross section survey and sediment balance, the changes and distribution law of channel scouring and silting in midstream and downstream reaches of Changjiang River are systematically studied in this paper. The results improve that main channel was scoured and flood plain and river branch were silted. And the strong capability of channel self adjusting in Mid and Down stream reaches of Changjiang River is analyzed and proved.
Keywords:channel scouring and silting  channel self  adjusting midstream and downstream reaches in Changjiang River  
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