Volume 9 Issue 3
Jul.  2016
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Article Navigation >  Water Science and Engineering  > 2016  >  9(3): 240-248
Shi-yong Wu, Wei Cao, Jiang Zheng. 2016: Analysis of working behavior of Jinping-I Arch Dam during initial impoundment. Water Science and Engineering, 9(3): 240-248. doi: 10.1016/j.wse.2016.11.001
Citation: Shi-yong Wu, Wei Cao, Jiang Zheng. 2016: Analysis of working behavior of Jinping-I Arch Dam during initial impoundment. Water Science and Engineering, 9(3): 240-248. doi: 10.1016/j.wse.2016.11.001
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Analysis of working behavior of Jinping-I Arch Dam during initial impoundment

doi: 10.1016/j.wse.2016.11.001

  • Yalong River Hydropower Development Company, Ltd., Chengdu 610051, China

Funds:  This work was supported by the National Key Technology Support Program (Grant No. 2013BAB05B05).
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  • Corresponding author: Shi-yong Wu
  • Received Date: 2016-04-07
  • Rev Recd Date: 2016-07-08
    Abstract
  • To study the stress, deformation, and seepage pressure during the initial impoundment of the Jinping-I Arch Dam, monitoring analysis and numerical calculation were comprehensively used in the dam behavior analysis, focusing on the working behavior of the dam during the late period of the initial impoundment by the end of November 2014. The numerical calculation was performed based on feedback analysis of the deformation and stress of the arch dam by inversion of the elastic moduli (E) of the dam body and foundation, in which a three-dimensional finite element model for linear elastic material of the arch dam was developed. Results show that, the main monitoring indices presented insignificant changes in the late period of the initial impoundment, and the results of feedback analysis were consistent with monitoring results. Analysis results also show that the deformations of the dam body and dam foundation were within the design range, the dam stress distributions were normal with the values lower than the design control criteria, and the seepage flows through the dam body and dam foundation were lower than the design drainage capacity of the deep-well pump house, demonstrating that the working behavior of the Jinping-I Arch Dam was in a good condition, and the initial impoundment was successfully completed. The results about the working behavior analysis of the Jinping-I hydropower project during the initial impoundment can provide references for safe operation of similar projects.

     

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    • References(16)
  • Chen, X.P., Ruan, Y.S., 2014. Analysis on the vertical monitoring results of the initial impoundment for the arch dam of Jinping-I hydropower station. Sichuan Water Power 33(z1), 128-131. http://dx.doi.org/10.3969/j.issn.1001-2184.2014.z1.037 (in Chinese).
    Deng, J.H., Dong, Y.J., 2014. Report on Safety Monitoring Analysis of Jinping-I Hydropower Project during Fourth-stage Impoundment. Jinping Construction and Administration Bureau, Chengdu (in Chinese).
    Han, S.D., Zhao, B., Liao, Z.Y., Xia, J.H., 2010. Analysis and evaluation of monitoring data by plumb lines in early impoundment period of Xiaowan Arch Dam. Dam and Safety (3), 44-47. http://dx.doi.org/10.3969/j.issn.1671-1092.2010.03.012 (in Chinese).
    Hu, B., Wu, Z.R., Liu, G.B., Zhao, B., Xu, B., 2012. Safety evaluation of replacement reinforcement quality in abutment contact zones of ultra-high arch dam in first impoundment period based on prototype monitoring. Water Science and Engineering 5(2), 210-218. http://dx.doi.org/10.3882/j.issn.1674-2370.2012.02.009.
    Huang, X.C., Tang, L., Zhao, W., 2006. Deformation monitoring design for Goupitan hydropower station. Yangtze River 37(3), 48-50. http://dx.doi.org/10.3969/j.issn.1001-4179.2006.03.018 (in Chinese).
    Jin, F., Hu, W., Pan, J.W., Yang, J., Wang, J.T., Zhang, C.H., 2011. Comparative study procedure for the safety evaluation of high arch dams. Computers and Geotechnics 38(3), 306-317. http://dx.doi.org/10.1016/j.compgeo.2010.10.008.
    Li, P.J., Wei, P., Zhang, Q., 2009. Behavior of Laxiwa Arch Dam in the period of first impounding. Hydropower Station 35(11), 12-15. http://dx.doi.org/10.3969/j.issn.0559-9342.2009.11.005 (in Chinese).
    Wang, Z.H., Hu, Q.Y., Yu, X.H., Duan, G.X., 2010. Analysis of operation condition of Goupitan Hydropower Station arch dam in initial impoundment period. Yangtze River 41(22), 29-31. http://dx.doi.org/10.3969/j.issn.1001-4179.2010.22.008 (in Chinese).
    Wang, Z.Y., Yang, H., Huang, H.D., 2003. Analysis on dam deformation during initial impoundment period of Dachaoshan hydropower station. Hydropower Automation and Dam Monitoring 27(5), 57-60. http://dx.doi.org/10.3969/j.issn.1671-3893.2003.05.018 (in Chinese).
    Wu, S.Y., Cao, W., 2014. Analysis on working behaviors of Jinping-I hydropower project during initial impoundment period. In: Proceedings of 2014 Academic Annual Conference of Chinese National Committee on Large Dams. The Yellow River Conservancy Press, Guiyang, pp. 309-318 (in Chinese).
    Wu, Z.R., 2003. Safety Monitoring Theory and It’s Application to Hydraulic Structures. Higher Education Press, Beijing (in Chinese)
    Yang, H., Dong, Y.J., 2015. Analysis on monitoring data of Jinping-I hydropower dam during first impoundment. Dam and Safety (3), 34-40. http://dx.doi.org/10.3969/j.issn.1671-1092.2015.03.008 (in Chinese).
    Zhang, C., Yin, H.A., 2014. Feedback analysis of extra-high arch dam of Xiluodu in the initial impoundment phase. Hydropower Station Design 30(2), 7-12. http://dx.doi.org/10.3969/j.issn.1003-9805.2014.02.002 (in Chinese).
    Zhang, C., Wang, R.K., Tang, X.J., 2016. Safety evaluation of Xiluodu ultra-high arch dam during the initial impoundment period. Journal of Hydraulic Engineering 47(1), 85-93. http://dx.doi.org/10.13243/j.cnki.slxb.20150404 (in Chinese).
    Zhou, W., Hua, J.J., Chang, X.L., Yang, Q.G., Ma, G., 2011. Estimation of work status and deformation prediction of Shuibuya CFRD. Chinese Journal of Geotechnical Engineering 33(s1), 65-70 (in Chinese).
    Zhou, Z., Rao, H.L., 2014. Special Report on Monitoring, Analysis and Assessment of Dam and Slope Safety of Jinping–I Hydropower Project in Initial Impoundment. Power China Chengdu Engineering Corporation Limited, Chengdu (in Chinese).
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