Monitoring Frequency and Error Analysis for Groundwater Seepage Line of Debris Landslide in Three Gorges Reservoir Area

LI Yi,FAN Lian,SHANG Yi-min,PENG Bin,WANG Yu,TANG Xiao-chao,HUANG Guang-hu

Journal of Changjiang River Scientific Research Institute ›› 2014, Vol. 31 ›› Issue (1) : 47-52.

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Journal of Changjiang River Scientific Research Institute ›› 2014, Vol. 31 ›› Issue (1) : 47-52. DOI: 10.3969/j.issn.1001-5485.2014.01.0102014,31(01):47-52
Orignal Article

Monitoring Frequency and Error Analysis for Groundwater Seepage Line of Debris Landslide in Three Gorges Reservoir Area

  • LI Yi,FAN Lian,SHANG Yi-min,PENG Bin,WANG Yu,TANG Xiao-chao,HUANG Guang-hu
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Abstract

The high-frequency monitoring results of groundwater seepage line of the debris landslide in Three Gorges reservoir show that monitoring error is usually caused by low frequency. The reasonable frequency of monitoring can be obtained through error analysis. According to the results of high frequency monitoring on the groundwater seepage line of three landslides,we designed a “simulation monitoring test” to research the errors of monitored groundwater seepage line in the presence of different monitoring frequencies. Results showed that as monitoring frequency continuously decreases,the error of monitored seepage line gradually reaches an unacceptable level. For debris landslide in Three Gorges reservoir area,with average error of 0.15m and maximum error of 1.5m as tolerance value,the monitoring cycle should be no greater than 4 days,and the monitoring frequency should be no less than 0.25 times per day.

Key words

reservoir landslide / groundwater seepage line / monitoring frequency / error

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LI Yi,FAN Lian,SHANG Yi-min,PENG Bin,WANG Yu,TANG Xiao-chao,HUANG Guang-hu. Monitoring Frequency and Error Analysis for Groundwater Seepage Line of Debris Landslide in Three Gorges Reservoir Area[J]. Journal of Changjiang River Scientific Research Institute. 2014, 31(1): 47-52 https://doi.org/10.3969/j.issn.1001-5485.2014.01.0102014,31(01):47-52

References

[1] 崔政权,李 宁.边坡工程-理论与实践最新发展[M]. 北京:中国水利水电出版社,2005.(CUI Zheng-quan,LI Ning. Slope Engineering: Recent Development in Theory and Practice[M]. Beijing: China Water Power Press,2005. (in Chinese))
[2] 胡 庆,李 漪,李 恒,等.库水波动下库岸边坡地下水浸润线解析解及其误差研究[J].长江科学院院报,2013,30(3):44-48.(HU Qing,LI Yi,LI Heng,et al. Analytic Solutions and Their Errors of Groundwater Phreatic Line in Bank Slope under Reservoir Water Level Fluctuation[J]. Journal of Yangtze River Scientific Research Institute,2013,30(3):44-48.(in Chinese))
[3] 周仰效,李文鹏.区域地下水位监测网优化设计方法[J].水文地质工程地质,2007,(1):1-9.(ZHOU Yang-xiao,LI Wen-peng. Design of Regional Groundwater Level Monitoring Networks[J]. Hydrogeology and Engineering Geology,2007,(1):1-9.(in Chinese))
[4] 董殿伟,林 沛,晏 婴,等.北京平原地下水水位监测网优化.[J].水文地质工程地质,2007,(1):10-19.(DONG Dian-wei,LIN Pei,YAN Yin,et al. Optimum Design of Groundwater Level Monitoring Network of Beijing Plain[J]. Hydrogeology and Engineering Geology,2007,(1):10-19.(in Chinese))
[5] 王庆兵,段秀铭, 高赞东,等.济南岩溶泉域地下水位监测[J].水文地质工程地质,2007,(2):1-8.(WANG Qing-bing,DUAN Xiu-ming,GAO Zan-dong,et al. Regional Groundwater Level Monitoring in Jinan Karstic Spring Basin[J]. Hydrogeology and Engineering Geology,2007,(2):1-8.(in Chinese))
[6] 朱 瑾,霍传英,姜 越,等.乌鲁木齐河流域地下水水位监测网设计[J].水文地质工程地质,2007,(2):8-14.(ZHU Jin,HUO Chuan-ying,JIANG Yue,et al. Monitoring of Regional Groundwater Level in Urumqi River Basin[J]. Hydrogeology and Engineering Geology,2007,(2):8-14.(in Chinese))
[7] MANDELBROT B. The Fractal Geometry of Nature[M]. New York: Freeman,1982:13-16.
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