Abstract
The phenomenon of abnormal valley shrinkage deformation in the process of high arch dam construction and water storage has become a hot issue at present. This paper relies on Jinping I high arch dam in China; the influence of dam pouring and reservoir impoundment process on valley deformation is studied. Based on the unsaturated relative permeability coefficient model of rock mass, the unsaturated relative permeability coefficient model of structural plane and its filling is established. Through the coupling analysis of stress and seepage and the comparison of multiple working conditions, the numerical simulation results are in good agreement with the measured data. The results show that the valley deformation is shrinkage whether or not the construction and water storage process is considered. The development regularity of valley deformation is mainly influenced by the impoundment process, and the magnitude of valley shrinkage is mainly controlled by the dam pouring process. In the process of unsaturated seepage, the magnitude of valley deformation is positively correlated with the saturation of rock mass and the saturation and void ratio of structural plane fillings. The deformation of upstream valley amplitude is obviously greater than that of downstream. It can be seen that the influence of dam construction and water storage process on valley shrinkage cannot be ignored. It should be one of the important factors to be considered in the analysis of dam abutment slope deformation and valley deformation.
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Some or all data, models, or code that support the finding of this study are available from the corresponding author upon reasonable request.
References
Amiri M, Lashkaripour GR, Ghabezloo S, Moghaddas NH (2018) 3D spatial model of Biot’s effective stress coefficient using well logs, laboratory experiments, and geostatistical method in the Gachsaran oil field, southwest of Iran. Bull Eng Geol Env 78(6):4633–4646. https://doi.org/10.1007/s10064-018-1423-2
Barla G, Antolini F, Barla M, Mensi E, Piovano G (2010) Monitoring of the Beauregard landslide (Aosta Valley, Italy) using advanced and conventional techniques. Eng Geol 116(3–4):218–235. https://doi.org/10.1016/j.enggeo.2010.09.004
Bertels SP, DiCarlo DA, Blunt MJ (2001) Measurement of aperture distribution, capillary pressure, relative permeability, and in situ saturation in a rock fracture using computed tomography scanning. Water Resour Res 37(3):649–662. https://doi.org/10.1029/2000WR900316
Chen C-Y, Horne RN (2006) Two‐phase flow in rough‐walled fractures: experiments and a flow structure model. Water Resour Rese 42(3):W03430.1-W03430.17. https://doi.org/10.1029/2004WR003837
Cheng L, Liu YR, Yang Q, Pan YW, Lv Z (2017) Mechanism and numerical simulation of reservoir slope deformation during impounding of high arch dams based on nonlinear FEM. Comput Geotech 81:143–154. https://doi.org/10.1016/j.compgeo.2016.08.009
Civan F (2021) Correction to: Parameterization of Biot-Willis effective-stress coefficient for deformation and alteration of porous rocks. Transp Porous Med 140:621–622. https://doi.org/10.1007/s11242-021-01656-5
Corey AT (1986) Mechanics of immiscible fluids in porous media. Water Resources Publications, Colorado
He Z, Liu YR, Yang Q, Cheng L, Xe LJ (2018) Deformation mechanism, deformation inversion and long-term stability analysis of Xiluodu arch dam. Chin J Rock Mech Eng 37(S2):4198–4206 (in Chinese)
Hu DW, Zhou H, Xie SY, Zhang K, Shao JF, Feng XT (2009) Study on Biot coefficient of marble failure stage. Rock Soil Mech 30(12):3727–3732 (in Chinese)
Jiang H, Zhang CH, Zhou YD, Pan JW, Fan QX (2020) Mechanism for large-scale canyon deformations due to filling of large reservoir of hydropower project. Sci Rep 10(1):12155. https://doi.org/10.1038/s41598-020-69167-9
Jiang QH, Qi ZF, Wei W, Zhou CB (2015) Stability assessment of a high rock slope by strength reduction finite element method. Bull Eng Geol Env 74(4):1153–1162. https://doi.org/10.1007/s10064-014-0698-1
Li B, Xu JR, Xu WY, Wang HL, Yan L, Meng QX (2020a) Wei-Chau Xie (2020) Mechanism of valley narrowing deformation during reservoir filling of a high arch dam. Eur J Environ Civ Eng 1:1–11. https://doi.org/10.1080/19648189.2020.1763843
Li MW, Zhou ZF, Zhuang C, Xin YW, Wu J (2020b) The cause and statistical analysis of the river valley shrinkages at the Xiluodu Hydropower Station. China Water 12(3):791. https://doi.org/10.3390/w12030791
Li Y (2016) Study on unsaturated permeability characteristics and evolution law of rock fractures. Rock Soil Mech 37(8):2254–2262 (in Chinese)
Linsbauer HN, Ingraff Ea AR, Rossmanith HP, Wawrzynek PA (1989) Simulation of cracking in large arch dam: part I. J Struct Eng 115(7):1599–1615. https://doi.org/10.1061/(ASCE)0733-9445(1989)115:7(1599)
Liu YR, Wang WQ, He Z, Lyv S, Yang Q (2020) Nonlinear creep damage model considering effect of pore pressure and analysis of long-term stability of rock structure. Int J Damage Mech 29(1):144–165. https://doi.org/10.1177/1056789519871684
Nader JJ (2009) Darcy’s law and the differential equation of motion. Géotechnique 59(6):551–552. https://doi.org/10.1680/geot.2008.t.014
Neuman SP (1973) Saturated-unsaturated seepage by finite elements. J Hydraul Div 99(12):2233–2250. https://doi.org/10.1061/JYCEAJ.0003829
Pruess K, Tsang YW (1990) On two-phase relative permeability and capillary pressure of rough-walled rock fractures. Water Resour Res 26(9):1915–1926. https://doi.org/10.1029/WR026i009p01915
Ren QW, Zhang LF, Shen L, Tao M (2018) Analysis of deformation regularity of rock mass considering unsaturated seepage process. J Rock Mech Geotech Eng 37(S2):4100–4107 (in Chinese)
Saurabh S, Harpalani S (2018) The effective stress law for stress-sensitive transversely isotropic rocks. Int J Rock Mech Min Sci 101:69–77. https://doi.org/10.1016/j.ijrmms.2017.11.015
Serafim JL (1987) Malpasset Dam discussion – remembrances of failures of dams. Eng Geol 24(1–4):355–366. https://doi.org/10.1016/0013-7952(87)90072-x
Shi HJ, Xu WY, Yang LL, Xu JR, Meng QX (2020) Investigation of influencing factors for valley deformation of high arch dam using machine learning. Eur J Environ Civ Eng 5:1–12. https://doi.org/10.1080/19648189.2020.1763842
Tezuka M, Kataoka K, Shigemitsu Y, Wang YJ (2002) Long-term behavior of Kurobe dam and its foundation rock. DAMS Safety 2:56–58 (in Chinese)
Wang SG, Liu YR, Yang Q, Wang XW (2020) Analysis of the abutment movements of high arch dams due to reservoir impoundment. Rock Mech Rock Eng. https://doi.org/10.1007/s00603-020-02059-6
Wang SW, Xu YL, Gu CS, Bao TF, Xia Q, Hu K (2019) Hysteretic effect considered monitoring model for interpreting abnormal deformation behavior of arch dams: a case study. Struct Control Health Monit 26:e2417. https://doi.org/10.1002/stc.2417
Weerakone WMSB, Wong RCK, Mehrotra AK (2012) Measurement of capillary pressure curve of DNAPL in a water-saturated sandstone fracture. J Geotech Geoenviron Eng 138(5):614–624. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000590
Wei BY (2002) Study on characteristics of rainfall infiltration and its influence on slope stability by unsaturated seepage theory. Hohai University (Dissertation, in Chinese)
Xia HC (2020) Study on deformation mechanism of Xiluodu valley based on hydraulic coupling test and DDA method. Changjiang River Scientific Research Institute (Dissertation, in Chinese)
Xu G, Pei XJ, Liu M, He RX, Yang JX (2020a) Time-varying characteristics and factors of valley amplitude in the reservoir area of Jinping I Hydropower Station. South-to-North Water Transf Water Sci Technol 18(4):159–166 (in Chinese)
Xu WY, Cheng ZC, Wang HB, Meng QX, Xie W-C (2020b) Correlation between valley deformation and water level fluctuations in high arch dam. Eur J Environ Civ Eng 2020:1–10. https://doi.org/10.1080/19648189.2020.1763851
Yeo IW, de Freitas MH, Zimmerman RW (1998) Effect of shear displacement on the aperture and permeability of a rock fracture. Int J Rock Mech Min Sci 35(8):1051–1070. https://doi.org/10.1016/S0148-9062(98)00165-X
Yin T, Li QB, Hu Y, Yu SD, Liang GH (2020) Coupled thermo-hydro-mechanical analysis of valley narrowing deformation of high arch dam: a case study of the Xiluodu Project in China. Appl Sci 10(2):524. https://doi.org/10.3390/app10020524
Zangerl C, Eberhardt E, Evans KF, Loew S (2008) Consolidation settlements above deep tunnels in fractured crystalline rock: part 1–investigations above the Gotthard highway tunnel. Int J Rock Mech Min Sci 45(8):1211–1225. https://doi.org/10.1016/j.ijrmms.2008.02.005
Zhang GX, Cheng H, Zhou QJ, Liu YZ (2019a) Analysis of time effect deformation mechanism of high arch dam during impoundment period. China Sciencepaper 14(1):77–84 (in Chinese)
Zhang WJ, Zhou CB, Li JP, Li XY (2005) Research progress of physical model test on seepage characteristics of fractured rock mass. Rock Soil Mech 9:1517–1524 (in Chinese)
Zhang X, Xiao JD, Lin YF, Zhao DP (2021) Valley deformation analysis for a high arch dam in Jinsha river, China. Arab J Geosci 14:1374. https://doi.org/10.1007/s12517-021-07719-7
Zhang X, Zhou SW, Duan HB, Li WD, Zhang C (2019b) Valley deformation and stability assement of Plunge Pool slope. IOP Conf Ser Earth Environ Sci 267(3):32032–32032. https://doi.org/10.1088/1755-1315/267/3/032032
Zhao JH, Zhang XG, Jiang N, Yin LM, Guo WJ (2020) Porosity zoning characteristics of fault floor under fluid-solid coupling. Bull Eng Geol Environ 79(3):2529–2541. https://doi.org/10.1007/s10064-019-01701-0
Zhao NH, Hu B, Yan EC, Xu X, Yi QL (2018) Research on the creep mechanism of Huangniba landslide in the Three Gorges Reservoir Area of China considering the seepage–stress coupling effect. Bull Eng Geol Env 78:4107–4121. https://doi.org/10.1007/s10064-018-1377-4
Zheng FG, Chen XP, Shao CF (2014) Analysis report on monitoring results of dam and left bank slope of Jinping I Hydropower Station on Yalong River. Chengdu Survey, Design and Research Institute of China Power Construction Group Co., Ltd (in Chinese)
Zhou YQ, Sheng Q, Zhu ZQ, Fu XD (2017) Rock secondary loading surface model based on modified Drucker Prager criterion. Rock Soil Mech 38(2):400–408 (in Chinese)
Zhou ZF, Zhuang C, Li MW, Guo QN, Li YB (2019) Characteristics and geological cause analysis of reservoir plate deformation. J Eng Geol 27(1):38–47 (in Chinese)
Zhuang C, Zhou ZF, Li MW, Wang JG (2019) Prediction of valley shrinkage deformation in Xiluodu Hydropower Plant based on the hydraulic responses of a confined aquifer. Chin J Geotech Eng 41(8):1472–1480 (in Chinese)
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We acknowledge the financial supports of the National Nature Science Foundation of CHINA (Grant No. 51739006).
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Qingwen Ren provided the ideas. Xiang Yang made numerical simulation and processed the corresponding data. Xiang Yang wrote the first draft of the manuscript. Qingwen Ren helped to organize the manuscript. Qingwen Ren and Xuhua Ren revised and edited the final version.
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Yang, X., Ren, X. & Ren, Q. Study on influence of construction and water storage process on valley deformation of high arch dam. Bull Eng Geol Environ 81, 259 (2022). https://doi.org/10.1007/s10064-022-02749-1
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DOI: https://doi.org/10.1007/s10064-022-02749-1