Research on Optimization Design of Rockfill Dam

JIANG Li; LIU Xian-liang

doi:10.13681/j.cnki.cn41-1282/tv.2006.04.002

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Journal of Yellow River Conservancy Technical Institute > 2006 > 18(4): 5-7. > DOI: 10.13681/j.cnki.cn41-1282/tv.2006.04.002

JIANG Li, LIU Xian-liang. Research on Optimization Design of Rockfill Dam[J]. Journal of Yellow River Conservancy Technical Institute, 2006, 18(4): 5-7. DOI: 10.13681/j.cnki.cn41-1282/tv.2006.04.002

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Research on Optimization Design of Rockfill Dam

JIANG Li¹,
LIU Xian-liang²

1. North China University of Water Conservancy and Electric Power, Zhengzhou 450008, Henan, China;
2. Yellow River Conservancy Technical Institute, Kaifeng 475001, Henan, China

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Received Date: September 03, 2006

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Based on the stability safety factor against sliding,use the hybrid discrete variable optimal method to establish mathamatics model.According to the optimized results,used the structure optimization design programme and FORTRAN-LISP development system to draw the section graphics of rockfill dam,and then realized the automation design of rockfill dam basically.
- rockfill dam,
- slop stabilty analysis,
- optimization design,
- automation design

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References

[1]	陈祖煜.土质边坡稳定分析[M].中国水利水电出版社， 2003.
[2]	桂良进，王军，董波.Fortran Power Station 4.0使用与编程[M].北京：北京航空航天大学出版社，1999.
[3]	余俊周济.优化方法程序库OPB-1原理及使用说明[M].北京：机械工业出版社，1989.
[4]	潘家铮.水工建筑物设计丛书：土石坝卷[M].北京：水利电力出版社,1992.
[5]	SL274-2001，碾压式土石坝设计规范[S].北京：中国水利水电出版社，2002.

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