Analysis on Bank Collapse Mechanism of Typical Reaches in Middle and Lower Yangtze River

Author:

Liu Wan Li1

Affiliation:

1. Tsinghua University

Abstract

This article analyzes bank collapse characteristics of different river types on the basis of previous research and stable bank slope by combining typical bank collapse samples of the middle and the lower reaches of the Yangtze and other rivers. In combination with the years of statistics of measured data on Daijiazhou section, it also analyzes status, types and features of bank collapse of right edge of Daijiazhou. It analyzes cause and mechanism of bank collapse at right edge of Daijiazhou and predicts bank collapse trend of Daijiazhou by combining the characteristics of bank geology, river regime, local topography of bank slope and hydrology, etc.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Reference9 articles.

1. Liu W. L., Special Research Report on Bank Collapse Characteristics and Revetment Measures of Daijiazhou in Middle and Lower Yangtze River, Tianjin: Water Transport Engineering Science Institute, Ministry of Transport, Feb., (2010).

2. Yu W. C., Lu J. Y., River Bank Collapse and Revetment of the Yangtze River, WaterPower Press, Aug., (2008).

3. Zhang X. N., Jiang C. F., Ying Q., etc, Review of Research on Bank Collapse in Natural Rivers, Advances in Science and Technology of Water Resources, 2008, 28(3): 80-83.

4. Liu W. L., Research Report on Physical Model of Daijiazhou reach in Middle Yangtze River, Tianjin: Water Transport Engineering Science Institute, Ministry of Transport, Feb., (2009).

5. Zhang X. N., Jiang C. F., Chen C. Y., etc, Influencing Factors for Bank Collapse in Fluvial Rivers, Journal of Hohai University(Natural Sciences), 2009,37(1): 36-40.

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