Influence of far-field mega earthquake on cascade hydropower along the Yalongjiang river by simulating the 1850 Xichang M 7.5 earthquake

Su Chen , Yiming He , Xiaojun Li , Lei Fu

Earthquake Research Advances ›› 2025, Vol. 5 ›› Issue (3) : 68 -80.

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Earthquake Research Advances ›› 2025, Vol. 5 ›› Issue (3) :68 -80. DOI: 10.1016/j.eqrea.2025.100373
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Influence of far-field mega earthquake on cascade hydropower along the Yalongjiang river by simulating the 1850 Xichang M 7.5 earthquake

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Abstract

Researching and comprehending the characteristics of destructive seismic motions is essential for the seismic design of critical infrastructure. This study employs historical data from the M 7.5 earthquake that occurred in 1850 to simulate the impacts of a M 7.5 event on hydropower stations located in proximity to Xichang. Key factors taken into account in the simulation of seismic motion encompass uncertainties, mixed-source models, and the placement of asperities. Through these simulations, we acquired the peak ground acceleration (PGA), acceleration time histories, and acceleration response spectra for the hydropower facilities affected by the earthquake. To perform a comprehensive analysis, we utilized a multi-scenario stochastic finite fault simulation method to estimate parameters including the minimum, average, and maximum values of PGA and pseudo-spectral acceleration (PSA) response spectra. Additionally, we assessed the 50th, 84th, and 95th percentiles values of the peak ground acceleration and pseudo-spectral acceleration response spectra. The simulation results also include peak ground acceleration field maps and peak ground velocity (PGV) field maps and intensity distribution maps pertaining to the earthquake. The findings demonstrate that the intensity maps produced through the stochastic finite fault method closely correspond with the intensity contour maps published of historical seismic records. These findings offer significant insights for the seismic safety evaluation and design of the specified hydropower stations. Moreover, this multi-scenario methodology can be effectively utilized for other critical infrastructure projects to derive dependable seismic motion parameters.

Keywords

Xichang M 7.5 earthquake / Ground-motion simulation / Hybrid slip model / Parameter uncertainty / Yalongjiang river

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Su Chen, Yiming He, Xiaojun Li, Lei Fu. Influence of far-field mega earthquake on cascade hydropower along the Yalongjiang river by simulating the 1850 Xichang M 7.5 earthquake. Earthquake Research Advances, 2025, 5(3): 68-80 DOI:10.1016/j.eqrea.2025.100373

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CRediT authorship contribution statement

Su Chen: Writing - review & editing, Supervision, Resources, Project administration, Funding acquisition. Yiming He: Writing - review & editing, Writing - original draft, Visualization, Software, Resources, Project administration, Methodology, Investigation, Formal analysis, Data curation, Conceptualization. Xiaojun Li: Supervision, Resources. Lei Fu: Writing - review & editing, Visualization, Validation, Supervision, Software, Resources, Methodology, Investigation, Formal analysis, Data curation, Conceptualization.

Declaration of competing interest

The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.The first author is the editor board member of this journal and was not involved in the editor review process.

Author agreement and acknowledgment

All authors agree for this publication. This work is under the support of National Natural Science Foundation of China (Grant Numbers 52192675 and 52378541).

References

[1]

Andrews D.J., 1980. A stochastic fault model: 1. Static case. J. Geophys. Res. Solid Earth 85 (B7), 3867-3877. https://doi.org/10.1029/JB085iB07p03867.

[2]

Andrews D.J., 1981. A stochastic fault model: 2. Time-dependent case. J. Geophys. Res. Solid Earth 86 (B11), 10821-10834. https://doi.org/10.1029/JB086iB11p10821.

[3]

Atkinson G.M., Assatourians K., Boore D.M., Campbell K., Motazedian D., 2009. A guide to differences between stochastic point-source and stochastic finite-fault simulations. Bull. Seismol. Soc. Am. 99 (6), 3192-3201. https://doi.org/10.1785/0120090058.

[4]

Beresnev I.A., Atkinson G.M., 1997. Modeling finite-fault radiation from the source spectrum. Bull. Seismol. Soc. Am. 87 (1), 67-84. https://doi.org/10.1785/BSSA0870010067.

[5]

Beresnev I.A., Atkinson G.M., 1998. FINSIM-a FORTRAN program for simulating stochastic acceleration time histories from finite faults. Seismol Res. Lett. 69 (1), 27-32. https://doi.org/10.1785/gssrl.69.1.27.

[6]

Boore D.M., 1983. Stochastic simulation of high-frequency ground motions based on seismological models of the radiated spectra. Bull. Seismol. Soc. Am. 73 (6), 1865-1894. https://doi.org/10.1785/BSSA07306A1865.

[7]

Boore D.M., 2003. Simulation of ground motion using the stochastic method. Pure Appl. Geophys. 160, 635-676. https://doi.org/10.1007/PL00012553.

[8]

Boore D.M., 2009. Comparing stochastic point-source and finite-source ground-motion simulations: SMSIM and EXSIM. Bull. Seismol. Soc. Am. 99 (6), 3202-3216. https://doi.org/10.1785/0120090056.

[9]

Brune J.N., 1970. Tectonic stress and the spectra of seismic shear waves from earthquakes. J. Geophys. Res. 75 (26), 4997-5009. https://doi.org/10.1029/JB0755i026p04997.

[10]

China Earthquake Administration, 2015. Instrument Intensity Code of China Earthquake Administration. China Earthquake Administration, Beijing, China.

[11]

Dang P., Cui J., Liu Q., 2022. Parameter estimation for predicting near-fault strong ground motion and its application to Lushan earthquake in China. Soil Dynam. Earthq. Eng. 156, 107223. https://doi.org/10.1016/j.soildyn.2022.107223.

[12]

Department of Seismic Damage Prevention, 1995. Catalogue of Historical Strong Earthquakes in China, first ed. Seismological Press, Beijing, China.

[13]

Feng Y., Du P., Huang Y., 2000. Surface rupture zone of the 1850 Xichang earthquake. Sichuan Seismol. J. 22 (1), 80-96 (in Chinese).

[14]

Fu L., Li X., 2016. The characteristics of high-frequency attenuation of shear waves in the longmen Shan and adjacent regions. Bull. Seismol. Soc. Am. 106 (5), 1979-1990. https://doi.org/10.1785/0120160002.

[15]

Fu L., Li X., 2017. Kappa (k0) model for the Longmenshan region and strong ground motion simulation for the Mw 8.0 Wenchuan earthquake. Chin. J. Geophys. 60 (8), 2935-2947. http://www.geophy.cn/article/doi/10.6038/cjg20170803in Chinese).

[16]

Fu L., Li X., Chen S., 2019. Preliminary study on high-frequency attenuation characteristics in the yunnan region. J. Basic Sci. Eng. 27 (6), 1294-1307. https:// doi.org/10.16058/j.issn.1005-0930.2019.06.010 (in Chinese).

[17]

Fu L., Chen S., Li J., Zhang L., Xie J., Li X., 2023. Regional spectral characteristics derived using the generalized inversion technique and applications to stochastic simulation of the 2021MW 6.1 yangbi earthquake. Bull. Seismol. Soc. Am. 113 (1), 378-400. https://doi.org/10.1785/0120220088.

[18]

Gallovič F., Brokešová J., 2004. On strong ground motion synthesis with k-2 slip distributions. J. Seismol. 8, 211-224. https://doi.org/10.1023/B:SEIS.0000039312.00555.94.

[19]

Irikura K., 1983. Semi- Empirical Estimation of strong ground motions during large earthquakes. Bull. Disaster Prev. Res. Inst., Kyoto Univ. 33 (2), 63-104.

[20]

Lay, T., Kanamori H., 2013. An asperity model of large earthquake sequences. In: Simpson D.W., Richards P.G. (Eds.), Maurice Ewing Series. American Geophysical Union, Washington, D.C., pp. 579-592. https://doi.org/10.1029/ME004p0579

[21]

Li J., Zhou B., Li T., Yang Y., Li Z., Long F., 2020. Seismogenic depths of the AnningheZemuhe and Daliangshan fault zones and their seismic hazards. Chin. J. Geophys. 63 (10), 3669-3682. https://doi.org/10.6038/cjg2020N0802.

[22]

Li J., Li Z., Zhou B., 2024. Impact of multiple faults on the maximum credible groundmotion parameters of large earthquakes at a near-field site. Appl. Sci. 14 (13), 5628. https://doi.org/10.3390/app14135628.

[23]

Li X.J., Zhou Z.H., Yu H.Y., Wen R.Z., Liu D.W., Moh H., Zhou Y.N., Cu J.W., 2008a. Strong motion observations and recordings from the great Wenchuan Earthquake. Earthq. Eng. Eng. Vib. 7 (3), 235-246. https://doi.org/10.1007/s11803-008-0892-x.

[24]

Li X.J., Zhou Z.H., Moh H., Wen R.Z., Yu H.Y., Lu D.W., Zhou Y.N., Cui J.W., 2008b. Preliminary analysis of strong-motion recordings from the magnitude 8.0 wenchuan, China, earthquake of 12 may 2008. Seismol Res. Lett. 79 (6), 844-854. https:// doi.org/10.1785/gssrl.79.6.844.

[25]

Li Z., Sun J., Fang L., Chen X., Gao M., Luo Q., Wang G., Ding Q., Ma J., Li Q., 2022. Reproducing the spatial characteristics of high-frequency ground motions for the 1850 M 7.5 Xichang earthquake. Seismol Res. Lett. 93 (1), 100-117. https://doi.org/10.1785/0220210076.

[26]

Lin X., Gan X., 1980. A study on the 1850 Ningnan Xichang earthquake. J. Sichuan Univ. (Philos. Soc. Sci. Ed.) (1), 96-103, 1980 (in Chinese).

[27]

Liu H., Tao X., Sun X., Liu T., 2010. Source model for ground motion field estimation in the western segment of the northern margin fault of the Maxian Mountain. World Earthq. Eng. 26 (3), 60-66 (in Chinese).

[28]

Liu H., Tao X., 2013. Source model for ground motion prediction of the 8.0 Mw wenchuan earthquake. China civil. Eng. J. 46 (S1), 139-145 (in Chinese).

[29]

Motazedian D., Atkinson G.M., 2005. Stochastic finite-fault modeling based on a dynamic corner frequency. Bull. Seismol. Soc. Am. 95 (3), 995-1010. https://doi.org/10.1785/0120030207.

[30]

Ren Z., Lin A., 2010. Deformation characteristics of co-seismic surface ruptures produced by the 1850 M 7.5 Xichang earthquake on the eastern margin of the Tibetan plateau. J. Asian Earth Sci. 38 (1&2), 1-13. https://doi.org/10.1016/j.jseaes.2009.12.008.

[31]

Scholz C.H., 2002. The Mechanics of Earthquakes and Faulting. Cambridge Univ. Press, Cambridge. https://www.science.org/doi/10.1126/science.250.4988.1758.b.

[32]

Sun X., Tao X., Tang A., 2010. Improvement of the hybrid slip model based on statistical data dispersion. J. Harbin Inst. Technol. 42 (4), 510-514, 520. (in Chinese).

[33]

Tsai C.C.P., 1997. Ground motion modeling for seismic hazard analysis in the nearsource regime: an asperity model. Pure Appl. Geophys. 149 (2), 265-297. https://doi.org/10.1007/PL00001051.

[34]

Wang H., Liang M., Gao S., Ran Y., Chen L., 2018. Reevaluation of coseismic surface ruptures produced by the 1850 M 7.5 Xichang earthquake on the southeastern margin of the Tibetan Plateau and implications for rupture propagation at bends on strike-slip faults. Bull. Seismol. Soc. Am. 108 (1), 101-115. https://doi.org/10.1785/0120170202.

[35]

Wang H., Ren Y., Wen R., 2017. Source spectra and quality factor of the epicentral area for the Jiuzhaigou Ms 7.0 earthquake on August 8, 2017. Chin. J. Geophys. 60 (10), 4117-4123. https://doi.org/10.6038/cjg20171036 (in Chinese).

[36]

Wang H., Ren Y., Wen R.,2018 Source parameters, path attenuation, and site effects from strong-motion recordings of the Wenchuan aftershocks (2008-2013) using a non-parametric generalized inversion technique. Geophys. J. Int. 212, 872-890. https://doi.org/10.1093/gji/ggx447.

[37]

Wang H., Ren Y., Wen R., 2021. A modified stochastic finite-fault method for simulating ground motions in three dimensions: a case study of Ludian earthquake Earthq. Eng. Eng. Vibration 41 (2), 181-191 (in Chinese).

[38]

Wang H., Xie L., 2008. Current status of near-fault ground motion simulation. Adv. Earth Sci. 23 (10), 1043-1049 (in Chinese).

[39]

Wang M., Hu S., Ma H., Liang B., Zhang J., Lu R., 2024. Three-dimensional structural model of the Anninghe-Zemuhe-Xiaojiang fault zone at the eastern boundary of the Sichuan-Yunnan block: based on multivariate data and implicit modeling techniques. Seismol. Geol. 46 (1), 19-34. https://doi.org/10.3969/j.issn.02534967.2024.01.002 (in Chinese).

[40]

Wells D.L., Coppersmith K.J., 1994. New empirical relationships among magnitude, rupture length, rupture width, rupture area, and surface displacement. Bull. Seismol. Soc. Am. 84 (4), 974-1002. https://doi.org/10.1785/BSSA0840040974.

[41]

Wen R., Wang H., Ren Y., Ji K., 2015. Inversion of source parameters and quality factor in the source area of Lushan aftershocks. J. Harbin Inst. Technol. 47 (4), 58-63. https://doi.org/10.11918/j.issn.0367-6234.2015.04010 (in Chinese).

[42]

Wen X., Ma S., Lei X., Yasuto N., Tsutomu K., Chen Q., 2007. Newly found surface rupture remains of large historical earthquakes on and near the transition segment of the Anninghe and Zemuhe fault zones, western Sichuan, China. Seismol. Geol. 29 (4), 826-833 (in Chinese).

[43]

Xie J., Li K., Li X., An Z., Wang P., 2023. VS30-based relationship for Chinese site classification. Eng. Geol. 324, 107253. https://doi.org/10.1016/j.enggeo.2023.107253.

[44]

Xu X., Wen X., Zheng R., Ma W., Song F., Yu G., 2003. Latest tectonic deformation styles and dynamic sources of active blocks in the Sichuan-Yunnan region. Sci. China, Ser. A D 33 (B04), 151-162 (in Chinese).

[45]

Yin D., Dong P., Cao J., Shi Y., 2022. Numerical analysis of seismic hazard in the Sichuan-Yunnan region. Acta Geophysica Sinica 65 (5), 1612-1627 (in Chinese).

[46]

Yu H., Zhang Z., Hu F., Xu D., Chen X., 2022. Estimation of the nucleation location and rupture extent of the 1850 Xichang, Sichuan, China, earthquake by dynamic rupture simulations on a multi-segment stepover structure. Earth Space Sci. 10 (6), e2022EA002775. https://doi.org/10.1029/2022EA002775.

[47]

Yu R., Shi H., Sun J., Zhang D., Yu Y., 2020. Comprehensive evaluation method for seismic ground motion parameters at dam sites based on the stochastic finite fault method. China Civ. Eng. J. 53 (7), 1-11+27 (in Chinese).

[48]

Yu W., Song F., Wen X., Li C., 2001. Study of the surface rupture zone of Xichang earthquake in 1850. J. Seismol. Res. 24 (4), 346-350 (in Chinese).

[49]

Zhang D., Fu C., H., Yu Y., 2018. Analysis of the stochastic finite fault method and its issues in engineering applications. Earthquake disast. Prev. Technol. 13 (4), 784-800. https://doi.org/10.11899/zzfy20180406 (in Chinese).

[50]

Zhang F., George P.M., Wang J., 2022. Validation of physics-based regional-scale ground-motion simulations of the 2008 Mw 7.9 Wenchuan earthquake for engineering applications. Earthq. Eng. Struct. Dynam. 51 (12), 2975-2999. https://doi.org/10.1002/eqe.3710.

[51]

Zhang L., Fu L., Liu A., Chen S., 2023. Simulating the strong ground motion of the 2022 MS6.8 luding, sichuan, China earthquake. Earthq. Sci. 36, 283-296. https://doi.org/10.1016/j.eqs.2023.05.001.

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