Research on Optimal Index Set Based on Consequence-Reverse-Diffusion Method of Yellow River Downstream Embankment

Article Preview

Abstract:

Constructing a scientific, reasonable, all-encompassing, and representative-strong index system is an important premise and guarantee for the good embankment-safety-evaluation of Yellow River. Therefore, the embankment safety-influencing-factor identification has been raised based on consequence-reverse-diffusion method, which can be used to seek the main factors leading to accidents by reverse-thinking and reverse-diffusion way. The main factors which lead to the embankment accident shall be found out according to the accident form, then spreading to the specific influence-factor. As a result, the author has made a classification and extraction for the identified safety-influence-factors, and constructed the optional index-set and index-system for the Yellow River embankment-safety-evaluation after analyzing the content of the safety-influence-factors, which has laid a solid foundation for further embankment safety assessment for the Yellow River embankment construction.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 955-959)

Pages:

3020-3025

Citation:

Online since:

June 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] X. Z. Shen, Y. Lan, S. G. Zhao: J. Journal of Harbin Institute of Technology Vol. 41(2009), p.197.

Google Scholar

[2] J. Wang, S.Y. Li, L. Q. Bai: J. Yellow River Vol. 28 (2006), p.14.

Google Scholar

[3] S. Y. Li, J. Wang: J. Journal of Henan University Vol. 37 (2007), p.538.

Google Scholar

[4] J. L. Hu, L. J. Zuo, P. F. Wang: J. Journal of North China Institute of Water Conservancy and Hydroelectric Power Vol. 29 (2008), p.4.

Google Scholar

[5] X. Y. Zhang, N. He: J. Journal of Hydraulic Engineering Vol. 10 (2007), p.136.

Google Scholar

[6] Y. L. Liu, C. Y. Zhou: J. Hydro-Science and Engineering, Vol. 1 (2011), p.60.

Google Scholar