Abstract
The deformation and failure of reservoir landslides are typically affected by reservoir water level fluctuations, rainfall, and their jointed influence. This study develops a novel approach to interpret the effect of reservoir water level and precipitation and their interaction on the displacement of reservoir landslides. This new methodology, which integrates the two-way analysis of variance (ANOVA) and K-means clustering, can consider numerical dependent variables and the joint effect of two independent influence factors. The proposed methodology is illustrated using the Gapa landslide in Southwest China, an active reservoir landslide subjected to rainfall and an 80-m cyclic reservoir water level fluctuation. The mechanisms of the rapid deformation in the landslide are revealed using the proposed methodology by clustering both the reservoir water fluctuations and rainfall intensities into multiple phases and examine each combination using ANOVA. The results show that the landslide trend displacement rate during reservoir drawdown at low reservoir water level with heavy rainfall increases by 0.5–0.7 mm/day compared with reservoir drawdown at high reservoir water level, and increases by 1.2–1.8 mm/day compared with drawdown at low reservoir water level without rainfall. The reservoir filling at high water level is the safest phase, even with rain. The main findings by the method are confirmed by Pearson’s correlation and numerical tests. The proposed approach provides a satisfactory analytical method to identify the joint influence of reservoir water level and rainfall on the deformation of reservoir landslides at different time phases.
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Abbreviations
- ANOVA:
-
Analysis of variance
- DHL:
-
Drawdown at high levels
- DLL:
-
Drawdown at low levels
- FHL:
-
Filling at high levels
- FLL:
-
Filling at low levels
- HR:
-
Heavy rain
- IR:
-
Light rain
- MR:
-
Medium rain
- NR:
-
No rain
- NWL:
-
Normal water levels
References
Alimohammadlou Y, Najafi A, Gokceoglu C (2014) Estimation of rainfall-induced landslides using ANN and fuzzy clustering methods: A case study in Saeen Slope, Azerbaijan province. Iran CATENA 120:149–162
Armaş I (2012) Weights of evidence method for landslide susceptibility mapping. Prahova Subcarpathians, Romania. Nat Hazards 60(3):937–950
Aubertin M, Mbonimpa M, Bussière B, Chapuis RP (2003) A model to predict the water retention curve from basic geotechnical properties. Can Geotech J 40(6):1104–1122
Brardinoni F, Slaymaker O, Hassan MA (2003) Landslide inventory in a rugged forested watershed: a comparison between air-photo and field survey data. Geomorphology 54(3–4):179–196
Cascini L, Calvello M, Grimaldi GM (2010) Groundwater Modeling for the Analysis of Active Slow-Moving Landslides. Journal of Geotechnical and Geoenvironmental Engineering 136(9):1220–1230
Celebi ME, Aydin K (2016) Unsupervised learning algorithms [M]. Springer
Dai FC, Lee CF (2001) Frequency–volume relation and prediction of rainfall-induced landslides. Eng Geol 59(3):253–266
Du J, Yin K, Lacasse S (2013) Displacement prediction in colluvial landslides, Three Gorges Reservoir. China Landslides 10(2):203–218
Gao X, Liu H, Zhan, W, Wang W, Wang Z (2018) Influences of reservoir water level drawdown on slope stability and reliability analysis. Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards 13(2):145–153
Genevois R, Ghirotti M (2005) The 1963 vaiont landslide. Giornale Di Geologia Applicata 1(1):41–52
GEO-SLOPE International Ltd (2007) Seepage and stability modeling with SEEP/W and SLOPE/W (users manuals). GEO-SLOPE International Ltd., Calgary, Canada
Gorsevski PV, Gessler PE, Jankowski P (2003) Integrating a fuzzy k -means classification and a Bayesian approach for spatial prediction of landslide hazard. J Geogr Syst 5(3):223–251
Gu D, Huang D, Yang W, Zhu J, Fu G (2017) Understanding the triggering mechanism and possible kinematic evolution of a reactivated landslide in the Three Gorges Reservoir. Landslides 14(6):2073–2087
Gutiérrez F, Linares R, Roqué C, Zarroca M, Carbonel D, Rosell J, Gutiérrez M (2015) Large landslides associated with a diapiric fold in Canelles Reservoir (Spanish Pyrenees): Detailed geological–geomorphological mapping, trenching and electrical resistivity imaging. GEOMORPHOLOGY 241:224–242
Hu X, Zhang M, Sun M, Huang K, Song Y (2015) Deformation characteristics and failure mode of the Zhujiadian landslide in the Three Gorges Reservoir, China. Bull Eng Geol Env 74(1):1–12
Hu X, He C, Zhou C, Xu C, Zhang H, Wang Q, Wu S (2019) Model test and numerical analysis on the deformation and stability of a landslide subjected to reservoir filling. Geofluids 2019:5924580
Hu X, Wu S, Zhang G, Zheng W, Liu C, He C, Liu Z, Guo X, Zhang H (2021) Landslide displacement prediction using kinematics-based random forests method: A case study in Jinping Reservoir Area. China Engineering Geology 283:105975. https://doi.org/10.1016/j.enggeo.2020.105975
Huang Q, Wang J, Xue X (2016) Interpreting the influence of rainfall and reservoir infilling on a landslide. Landslides 13(5):1139–1149
Intrieri E, Carlà T, Gigli G (2019) Forecasting the time of failure of landslides at slope-scale: A literature review. EARTH-SCI REV 193:333-349. https://doi.org/10.1016/j.earscirev.2019.03.019
Iversen GR, Gergen M (1997) Statistics[M]
Jones FO, Embody DR, Peterson WL, Hazlewood RM (1961) Landslides along the Columbia River Valley, Northeastern Washington: descriptions of landslides and statistical analyses of data on some 200 landslides in pleistocene sediments. US Government Printing Office
Kalenchuk KS, Hutchinson DJ, Diederichs MS (2013) Downie Slide: numerical simulation of groundwater fluctuations influencing the behaviour of a massive landslide. Bull Eng Geol Env 72(3–4):397–412
Keefer DK (2000) Statistical analysis of an earthquake-induced landslide distribution — the 1989 Loma Prieta. California Event Engineering Geology 58(3):231–249
Kiang MY (2001) Extending the Kohonen self-organizing map networks for clustering analysis. Comput Stat Data Anal 38(2):161–180
B Li et al 2020 Mechanism of valley narrowing deformation during reservoir filling of a high arch dam Eur J Environ Civ Eng 1–11. https://doi.org/10.1080/19648189.2020.1763843
Li C, Tang H, Ge Y, Hu X, Wang L (2014) Application of back-propagation neural network on bank destruction forecasting for accumulative landslides in the Three Gorges Reservoir Region, China. Stoch Env Res Risk Assess 28(6):1465–1477
Lian C, Zeng Z, Yao W, Tang H (2014) Extreme learning machine for the displacement prediction of landslide under rainfall and reservoir level. Stoch Env Res Risk Assess 28(8):1957–1972
Liao K, Wu Y, Miao F, Li L, Xue Y (2019) Using a kernel extreme learning machine with grey wolf optimization to predict the displacement of step-like landslide. Bull Eng Geol Env 79(2):673–685
Liao K, Wu Y, Miao F, Li L, Xue Y (2021) Effect of weakening of sliding zone soils in hydro-fluctuation belt on long-term reliability of reservoir landslides. Bulletin of Engineering Geology and the Environment. https://doi.org/10.1007/s10064-021-02167-9
Ma J, Tang H, Liu X, Hu X, Sun M, Song Y (2017) Establishment of a deformation forecasting model for a step-like landslide based on decision tree C5.0 and two-step cluster algorithms: a case study in the Three Gorges Reservoir area, China. Landslides 14(3):1275–1281
Ma J, Tang H, Hu X, Bobet A, Zhang M, Zhu T, Song Y, Ez Eldin MAM (2017) Identification of causal factors for the Majiagou landslide using modern data mining methods. Landslides 14(1):311–322
Matsuura S, Asano S, Okamoto T (2008) Relationship between rain and/or meltwater, pore-water pressure and displacement of a reactivated landslide. Eng Geol 101(1–2):49–59
Miao F, Wu Y, Li L, Liao K, Xue Y (2020) Triggering factors and threshold analysis of baishuihe landslide based on the data mining methods. Nat Hazards. https://doi.org/10.1007/s11069-020-04419-5
Riemer, W (1992) Landslides and reservoirs (keynote paper). In Proceedings of the 6th International Symposium on Landslides, vol 1. Christchurch: [sn], pp 373–2
Panizzo A, De Girolamo P, Di Risio M, Maistri A, Petaccia A (2005) Great landslide events in Italian artificial reservoirs. Nat Hazard 5(5):733–740
Paronuzzi P, Rigo E, Bolla A (2013) Influence of filling–drawdown cycles of the Vajont reservoir on Mt. Toc Slope Stability Geomorphology 191:75–93
Pinyol NM, Alonso EE, Corominas J, Moya J (2012) Canelles landslide: modeling rapid drawdown and fast potential sliding. Landslides 9:33–51
SAS Institute (1985) SAS user's guide: statistics, vol 2. Sas Inst
Tan F, Hu X, He C, Zhang Y, Zhang H, Zhou C, Wang Q (2018) Identifying the Main Control Factors for Different Deformation Stages of Landslide. Geotech Geol Eng 36(1):469–482
Tang H, Wasowski J, Juang C (2019) Geohazards in the three Gorges Reservoir Area, China-Lessons learned from decades of research. Eng Geol 2019:105267
Tomás R, Li Z, Lopez-Sanchez JM, Liu P, Singleton A (2016) Using wavelet tools to analyse seasonal variations from InSAR time-series data: a case study of the Huangtupo landslide. Landslides 13(3):437–450
Walker LR (1994) Effects of fern thickets on woodland development on landslides in Puerto Rico. J Veg Sci 5(4):525–532
Wang F, Zhang Y, Huo Z, Matsumoto T, Huang B (2004) The July 14, 2003 Qianjiangping landslide, Three Gorges Reservoir. China Landslides 1(2):157–162
Wang F, Li T (eds) (2009) Landslide Disaster Mitigation in Three Gorges Reservoir, China. Springer, Berlin
Wei Z, Sun H, Xu H, Wu G, Xie W (2019) The effects of rainfall regimes and rainfall characteristics on peak discharge in a small debris flow-prone catchment. J Mt Sci 16(7):1646–1660
Wolter A, Stead D, Ward BC, Clague JJ, Ghirotti M (2016) Engineering geomorphological characterisation of the Vajont Slide, Italy, and a new interpretation of the chronology and evolution of the landslide. Landslides 13(5):1067–1081
Wu Q, Tang H, Ma X, Wu Y, Hu X, Wang L, Criss R, Yuan Y, Xu Y(2019) Identification of movement characteristics and causal factors of the Shuping landslide based on monitored displacements.B ENG GEOL ENVIRON 78 (3):2093-2106. https://doi.org/10.1007/s10064-018-1237-2
Wu Y, Miao F, Li L, Xie Y, Chang B (2017) Time-varying reliability analysis of Huangtupo Riverside No.2 Landslide in the Three Gorges Reservoir based on water-soil coupling. Eng Geol 226:267–276
Yao W, Li C, Zuo Q, Zhan H, Criss RE (2019) Spatiotemporal deformation characteristics and triggering factors of Baijiabao landslide in Three Gorges Reservoir region, China. Geomorphology 343:34–47
Yin Y, Huang B, Wang W, Wei Y, Ma X, Ma F, Zhao C (2016) Reservoir-induced landslides and risk control in Three Gorges Project on Yangtze River, China. Journal of Rock Mechanics and Geotechnical Engineering 8(5):577–595
Zangerl C, Eberhardt E, Perzlmaier S (2010) Kinematic behaviour and velocity characteristics of a complex deep-seated crystalline rockslide system in relation to its interaction with a dam reservoir. Eng Geol 112(1–4):53–67
Zhu D, Lee C, Qian Q, Chen G (2005) A concise algorithm for computing the factor of safety using the Morgenstern-Price method. Can Geotech J 42(1):272–278
Acknowledgements
The first author appreciates the support for field monitoring and data provided by Yalong River Hydropower Development Company Limited and Chengdu Engineering Corporation Limited.
Funding
This study is funded by the National Key Research and Development Program of China (No. 2017YFC1501302), the Key Program of National Natural Science Foundation of China (No. 41630643), the Fundamental Research Funds for the Central Universities, and China University of Geosciences (Wuhan) (No. CUGCJ1701).
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Wu, S., Hu, X., Zheng, W. et al. Effects of reservoir water level fluctuations and rainfall on a landslide by two-way ANOVA and K-means clustering. Bull Eng Geol Environ 80, 5405–5421 (2021). https://doi.org/10.1007/s10064-021-02273-8
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DOI: https://doi.org/10.1007/s10064-021-02273-8