Study on the Mechanism of Bank Collapse and Prevention-Control Measures in China Three Gorges Reservoir Area

Min Shang; Qiang Xu; Yi Guo Xue

doi:10.4028/www.scientific.net/AMR.749.106

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 749Study on the Mechanism of Bank Collapse and...

Study on the Mechanism of Bank Collapse and Prevention-Control Measures in China Three Gorges Reservoir Area

Abstract:

Reservoir bank collapse results in vegetation destruction on bank, worsens soil - water loss, impacts local economic and environment. Therefore, attention should be attached to research of reservoir bank collapse mechanism and control measures. The impoundment and operation of China Three Gorges (CTG) reservoir largely changes hydrologic and geologic conditions of the reservoir bank, greatly influences the reservoir bank stability. On the base of summarizing the structure types of main bank and slope in the reservoir area, the typical bank collapse mode and mechanism in CTG reservoir area are analyzed, including erosion degradation type, sloughing type, sliding type and collapsing type. In the light of different material composition, correlative control and harnessing measures are put forward, which can be referred in the control and harnessing of bank collapse in the reservoir area.

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Periodical:

Advanced Materials Research (Volume 749)

Pages:

106-109

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.749.106

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Online since:

August 2013

Authors:

Min Shang, Qiang Xu, Yi Guo Xue

Keywords:

Collapse Mechanism, Control Measure, CTG Reservoir Area

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References

[1] Luo Q.M., 1983. Bank collapse and protection in Sanmenxia reservoir. Yellow River. 1983(4): 21-23. Sanmenxia daily. August 16, (2001).

Google Scholar

[2] ASCE task committee, 1998. River width adjustment: process and mechanisms. J. Hydraul. Eng. 124(9): 881-902.

DOI: 10.1061/(asce)0733-9429(1998)124:9(881)

Google Scholar

[3] U. S army corps of engineers, 1983. Sncramento river and tributaries bank protection and erosion control investigation, California sediment studies, Sacramento district U.S. army corps of engineers.

Google Scholar

[4] Darby S.E. and Thorne C.R., 1994. Prediction of tension crack location and river bank erosion hazards along destabilized channels. Earth surface processes and landforms. 19: 233-245.

DOI: 10.1002/esp.3290190304

Google Scholar

[5] Ge, H., 2006. A study on the forecasting of reservoir bank collapse and its controlling measures in Three Gorges Areas . Thesis for degree of doctor submitted to Chengdu university of technology.

Google Scholar

[6] Wang, Y., 1999. Analysis on causes and treatment measures of the bank collapse in Anhui section of the Yangtze River. Yangtze River 30(10): 19-20.

Google Scholar

[7] Tang, M.G., Xu, Q., Huang, R.Q., 2006. Types of typical bank slope collapses on the Three Gorges Reservoir. Journal of engineering geology, 14(2): 172-175.

Google Scholar