›› 2010, Vol. 31 ›› Issue (9): 2889-2893.

• Geotechnical Engineering • Previous Articles     Next Articles

Anti-seepage evaluation of dam foundation curtain based on Bayes data fusion theory

PENG Peng1,SONG Han-zhou1,XU Jian-guang2,GUO Zhang-jun2   

  1. 1. Department of Earth Science and Engineering, Hohai University, Nanjing 210098, China; 2. Shaanxi Electric Power Research Institute, Xi’an 710054, China
  • Received:2009-04-10 Online:2010-09-10 Published:2010-09-16

Abstract:

The macroscopic regimes under dam, which collected by sensor could reflect anti-seepage effect and its time-variance of dam foundation curtain, but in the procedure of multi-sensor data fusion, some evaluation indices were inconsistent. In order to eliminate this phenomenon, Bayes data fusion theory was utilized; the reliability of each sensor must be calculated before establishing the correct relation matrix. The fuzzy reliability of sensor was given by the statistical method. Based on the fuzzy index, the data fusion of multi-sensor was obtained; analysis of groundwater macroscopic regime under a dam section was carried out by using a decision-making fusion method. As a result, The macroscopic regimes under dam section 13 had the tendency of increasing with time between 2003 and 2008. The anti-seepage performance of the dam foundation curtain was to be weakened locally.

Key words: multi-sensor, data fusion, Bayes theory, durability of anti-seepage performance

CLC Number: 

  • TU 443
[1] PENG Peng, SONG Han-zhou, GUO Zhang-jun. Study of macroscopic regime of groundwater under dam section based on data fusion theory [J]. , 2009, 30(12): 3820-3824.
[2] GUO Ke , PENG Ji-bing , XU Qiang , YUAN Yong . Application of multi-sensor target tracking to multi-station monitoring data fusion in landslide [J]. , 2006, 27(3): 479-481.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] LI Ying-yong,ZHANG Ding-li,ZHANG Hong-bo,SONG Xiu-guang. Research on failure mechanism and effects of prestressed anchor cables for reinforcing slopes[J]. , 2010, 31(1): 144 -150 .
[2] LI Jing,MIAO Lin-chang,ZHONG Jian-chi,FENG Zhao-xiang. Deformation and damping characteristics of EPS beads-mixed lightweight soil under repeated load-unloading[J]. , 2010, 31(6): 1769 -1775 .
[3] LIANG Jian-wei, FANG Ying-guang, GU Ren-guo. Analysis of microelectric field effect of seepage in tiny-particle clay[J]. , 2010, 31(10): 3043 -3050 .
[4] WANG Li-yan,JIANG Peng-ming,LIU Han-long. Mechanism analysis of residual liquefied deformation of breakwater during earthquake[J]. , 2010, 31(11): 3556 -3562 .
[5] LI Xiu-zhen,WANG Cheng-hua,DENG Hong-yan. A comparison of distance and Fisher discrimination methods applied to identifying potential landslides[J]. , 2011, 32(1): 186 -192 .
[6] KONG Xiang-xing, XIA Cai-chu, QIU Yu-liang, ZHANG Li-ying, GONG Jian-wu. Study of construction mechanical behavior of parallel-small spacing metro tunnels excavated by shield method and cross diaphragm (CRD) method in loess region[J]. , 2011, 32(2): 516 -524 .
[7] WANG Zhen-hong,ZHU Yue-ming,WU Quan-huai,ZHANG Yu-hui. Thermal parameters of concrete by test and back analysis[J]. , 2009, 30(6): 1821 -1825 .
[8] CHEN Li-hua , LIN Zhi , LI Xing-ping. Study of efficacy of systematic anchor bolts in highway tunnels[J]. , 2011, 32(6): 1843 -1848 .
[9] ZHAO Ming-hua, LEI Yong, ZHANG Rui. Study of punching failure mode and safe thickness of pile foundation in karst region[J]. , 2012, 33(2): 524 -530 .
[10] WANG Yu ,JIA Zhi-gang ,LI Xiao ,WANG Can ,YU Hong-ming . Fuzzy random reliability analysis of slope based on fuzzy point estimate method[J]. , 2012, 33(6): 1795 -1800 .