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Strategic Study of CAE >> 2011, Volume 13, Issue 12

Operation safety risk analysis method of hydropower project considering time-dependent effect

College of Civil Engineering,Tianjin University, Tianjin 300072, China

Funding project:国家自然科学基金创新研究群体科学基金(51021004) Received: 2011-09-16 Available online: 2011-12-13 11:20:55.000

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Abstract

In order to consider the time-dependent characteristic of risk factors of hydropower project, the method of stochastic process simulating structure resistance and load effect is adopted. On the basis of analyzing the structure characteristics and mode of operation, the operation safety risk rate assessment model of hydropower project is established on the comprehensive application of the improved analytic hierarchy process, the time-dependent reliability theory and the risk rate threshold. A scheme to demonstrate the time-dependent risk rate assessment method for an example of the earth-rock dam is particularly implemented by the proposed approach. The example shows that operation safety risk rate is closely related to both the service period and design standard; considering the effect of time-dependent, the risk rate increases with time and the intersection of them reflects the technical service life of structures. It could provide scientific basis for the operation safety and risk decision of the hydropower project by predicting the trend of risk rate via this model.

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References

[ 1 ] 李雷.大坝风险管理与应急预案———现代大坝安全理念[J].中国水利,2009(22):63-66. link1

[ 2 ] Meon G.Overtopping probability of dams under flood load [ C] // Stochastic Hydraulics 92 ,Proceedings of the 6th IAHR Internation- al Symposium.Taipei,China,1992 :99 -106.

[ 3 ] 莫崇勋,董增川,麻荣永,等.“积分-一次二阶矩法”在广西澄碧河水库漫坝风险分析中的应用研究[J].水力发电学报,2008,27(2):44-49. link1

[ 4 ] 陈凤兰,王长新.泄洪风险计算中JC法与MC法的比较[J].水利水电科技进展,1996,16(6):40-42. link1

[ 5 ] 张社荣,贾世军,郭怀志.岩石边坡稳定的可靠度分析[J].岩土学报,1999,20(2):57-61,66. link1

[ 6 ] 张社荣,王海军,郭怀志.地基土抗剪强度设计值取值[J].水利水电技术,2001,32(12):69-72. link1

[ 7 ] 王飞,王媛,倪小东.渗流场随机性的随机有限元分析[J].岩土力学,2009,30(11):3539-3542. link1

[ 8 ] 吴育华,诸为,李新全,等.区间层次分析法—IAHP[J].天津大学学报,1995,28(5):700-705. link1

[ 9 ] 刘铁民,张兴凯,刘功智.安全评价方法应用指南[M].北京:化学工业出版社,2005:15-38.

[10] 朱建军,刘士新,王梦光.一种新的求解区间数判断矩阵权重的方法[J].系统工程理论与实践,2005(4):29-34,54. link1

[11] 中华人民共和国水利部.SL258-2000水库大坝安全评价导则[S].北京:中国水利水电出版社,2000.

[12] 国家技术监督局,中华人民共和国建设部.GB50199-94水利水电工程结构可靠度设计统一标准[S].北京:中国计划出版社,1994.

[13] 姜树海,范子武.土石坝安全等级划分与防洪风险率评估[J].水力学报,2008,39(1):35-40. link1

[14] 贡金鑫,赵国藩.考虑抗力随时间变化的结构可靠度分析[J].建筑结构学报,1998,19(5):43-51. link1

[15] 姜树海,范子武.时变效应对大坝防洪风险率的影响研究[J].水利学报,2006,37(4):425-430. link1

[16] 程伟平.动态模型在土石坝长期渗流稳定性分析中的研究[J].水力发电学报,2005,24(4):84-88. link1

[17] 吴增光,四旭飞,杨敏.时变渗透特性的底板中水渗流过程分析[J].湖南科技大学学报:自然科学版,2010,25(1):62-66. link1

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