Masashi Watanabe, T. Arikawa, Naoto Kihara, Chiaki Tsurudome, Koichi Hosaka, Tatsuto Kimura, Takayuki Hashimoto, Fumitaka Ishihara, Takemi Shikata, D. Morikawa, Taiga Makino, M. Asai, Y. Chida, Yoichi Ohnishi, S. Marras, Abhishek Mukherjee, J. Cajas, G. Houzeaux, B. D. Paolo, J. Lara, G. Barajas, I. Losada, M. Hasebe, Y. Shigihara, T. Asai, T. Ikeya, Shusaku Inoue, H. Matsutomi, Y. Nakano, Y. Okuda, Shunya Okuno, Takayuki Ooie, G. Shoji, T. Tateno
{"title":"理想化沿海工业场地海啸数值模拟模型的验证","authors":"Masashi Watanabe, T. Arikawa, Naoto Kihara, Chiaki Tsurudome, Koichi Hosaka, Tatsuto Kimura, Takayuki Hashimoto, Fumitaka Ishihara, Takemi Shikata, D. Morikawa, Taiga Makino, M. Asai, Y. Chida, Yoichi Ohnishi, S. Marras, Abhishek Mukherjee, J. Cajas, G. Houzeaux, B. D. Paolo, J. Lara, G. Barajas, I. Losada, M. Hasebe, Y. Shigihara, T. Asai, T. Ikeya, Shusaku Inoue, H. Matsutomi, Y. Nakano, Y. Okuda, Shunya Okuno, Takayuki Ooie, G. Shoji, T. Tateno","doi":"10.1080/21664250.2022.2072611","DOIUrl":null,"url":null,"abstract":"ABSTRACT Numerous tsunami numerical models have been proposed, but their prediction accuracies have not been directly compared. For quantifying the modeling uncertainties, the authors statistically analyzed the prediction results submitted by participants in the tsunami blind contest held at the 17th World Conference on Earthquake Engineering. The reproducibility of offshore water level generated due to the tsunami with soliton fission significantly decreased when the nonlinear shallow water equation models (NSWE) was used compared to three-dimensional (3D) models. The inundation depth was reproduced well in 3D models. However, the reproducibility of wave forces acting on the structure and velocities over land was lower in 3D models than that in NSWE models. For cases where the impulsive tsunami wave pressure generated could not be calculated based on the hydrostatic assumption, the prediction accuracy of the NSWE models was higher than that of the 3D models. The prediction accuracies of both models were not improved at small grid-cell sizes. The NSWE model cannot simulate the short-wave component and vertical pressure distribution. Therefore, further developments in 3D models and smoothed particle hydrodynamics methods (SPH) are needed. The presented results contribute to the future development of tsunami numerical simulation tools.","PeriodicalId":50673,"journal":{"name":"Coastal Engineering Journal","volume":"64 1","pages":"302 - 343"},"PeriodicalIF":1.9000,"publicationDate":"2022-04-03","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"3","resultStr":"{\"title\":\"Validation of tsunami numerical simulation models for an idealized coastal industrial site\",\"authors\":\"Masashi Watanabe, T. Arikawa, Naoto Kihara, Chiaki Tsurudome, Koichi Hosaka, Tatsuto Kimura, Takayuki Hashimoto, Fumitaka Ishihara, Takemi Shikata, D. Morikawa, Taiga Makino, M. Asai, Y. Chida, Yoichi Ohnishi, S. Marras, Abhishek Mukherjee, J. Cajas, G. Houzeaux, B. D. Paolo, J. Lara, G. Barajas, I. Losada, M. Hasebe, Y. Shigihara, T. Asai, T. Ikeya, Shusaku Inoue, H. Matsutomi, Y. Nakano, Y. Okuda, Shunya Okuno, Takayuki Ooie, G. Shoji, T. 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For cases where the impulsive tsunami wave pressure generated could not be calculated based on the hydrostatic assumption, the prediction accuracy of the NSWE models was higher than that of the 3D models. The prediction accuracies of both models were not improved at small grid-cell sizes. The NSWE model cannot simulate the short-wave component and vertical pressure distribution. Therefore, further developments in 3D models and smoothed particle hydrodynamics methods (SPH) are needed. 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Validation of tsunami numerical simulation models for an idealized coastal industrial site
ABSTRACT Numerous tsunami numerical models have been proposed, but their prediction accuracies have not been directly compared. For quantifying the modeling uncertainties, the authors statistically analyzed the prediction results submitted by participants in the tsunami blind contest held at the 17th World Conference on Earthquake Engineering. The reproducibility of offshore water level generated due to the tsunami with soliton fission significantly decreased when the nonlinear shallow water equation models (NSWE) was used compared to three-dimensional (3D) models. The inundation depth was reproduced well in 3D models. However, the reproducibility of wave forces acting on the structure and velocities over land was lower in 3D models than that in NSWE models. For cases where the impulsive tsunami wave pressure generated could not be calculated based on the hydrostatic assumption, the prediction accuracy of the NSWE models was higher than that of the 3D models. The prediction accuracies of both models were not improved at small grid-cell sizes. The NSWE model cannot simulate the short-wave component and vertical pressure distribution. Therefore, further developments in 3D models and smoothed particle hydrodynamics methods (SPH) are needed. The presented results contribute to the future development of tsunami numerical simulation tools.
期刊介绍:
Coastal Engineering Journal is a peer-reviewed medium for the publication of research achievements and engineering practices in the fields of coastal, harbor and offshore engineering. The CEJ editors welcome original papers and comprehensive reviews on waves and currents, sediment motion and morphodynamics, as well as on structures and facilities. Reports on conceptual developments and predictive methods of environmental processes are also published. Topics also include hard and soft technologies related to coastal zone development, shore protection, and prevention or mitigation of coastal disasters. The journal is intended to cover not only fundamental studies on analytical models, numerical computation and laboratory experiments, but also results of field measurements and case studies of real projects.