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{
"USGS Publications Warehouse": { "@context": "https://schema.org", "@type": "Article", "additionalType": "Journal Article", "name": "A study of the 2015 Mw 8.3 Illapel earthquake and tsunami: Numerical and analytical approaches", "identifier": [ { "@type": "PropertyValue", "propertyID": "USGS Publications Warehouse IndexID", "value": "70188601", "url": "https://pubs.usgs.gov/publication/70188601" }, { "@type": "PropertyValue", "propertyID": "USGS Publications Warehouse Internal ID", "value": 70188601 }, { "@type": "PropertyValue", "propertyID": "DOI", "value": "10.1007/s00024-016-1305-0", "url": "https://doi.org/10.1007/s00024-016-1305-0" } ], "journal": { "@type": "Periodical", "name": "Pure and Applied Geophysics", "volumeNumber": "173", "issueNumber": null }, "inLanguage": "en", "isPartOf": [ { "@type": "CreativeWorkSeries", "name": "Pure and Applied Geophysics" } ], "datePublished": "2016", "dateModified": "2017-06-16", "abstract": "The September 16, 2015 Illapel, Chile earthquake\ntriggered a large tsunami, causing both economic losses and\nfatalities. To study the coastal effects of this earthquake, and to\nunderstand how such hazards might be accurately modeled in the\nfuture, different finite fault models of the Illapel rupture are used to\ndefine the initial condition for tsunami simulation. The numerical\ncode Non-hydrostatic Evolution of Ocean WAVEs (NEOWAVE)\nis employed to model the tsunami evolution through the Pacific\nOcean. Because only a short time is available for emergency\nresponse, and since the earthquake and tsunami sources are close to\nthe coast, gaining a rapid understanding of the near-field run-up\nbehavior is highly relevant to Chile. Therefore, an analytical\nsolution of the 2 ? 1 D shallow water wave equations is considered.\nWith this solution, we show that we can quickly estimate the\nrun-up distribution along the coastline, to first order. After the\nearthquake and tsunami, field observations were measured in the\nsurrounded coastal region, where the tsunami resulted in significant\nrun-up. First, we compare the analytical and numerical solutions to\ntest the accuracy of the analytical approach and the field observations,\nimplying the analytic approach can accurately model tsunami\nrun-up after an earthquake, without sacrificing the time necessary\nfor a full numerical inversion. Then, we compare both with field\nrun-up measurements. We observe the consistency between the two\napproaches. To complete the analysis, a tsunami source inversion is\nperformed using run-up field measurements only. These inversion\nresults are compared with seismic models, and are shown to capture\nthe broad-scale details of those models, without the necessity of the\ndetailed data sets they invert.", "description": "12 p. ", "publisher": { "@type": "Organization", "name": "SpringerLink" }, "author": [ { "@type": "Person", "name": "Riquelme, Sebastian", "givenName": "Sebastian", "familyName": "Riquelme" }, { "@type": "Person", "name": "Fuentes, Mauricio", "givenName": "Mauricio", "familyName": "Fuentes", "affiliation": [ { "@type": "Organization", "name": "Department of Geophysics, University of Chile, Santiago, Chile" } ] }, { "@type": "Person", "name": "Hayes, Gavin P. ghayes@usgs.gov", "givenName": "Gavin P.", "familyName": "Hayes", "email": "ghayes@usgs.gov", "identifier": { "@type": "PropertyValue", "propertyID": "ORCID", "value": "0000-0003-3323-0112", "url": "https://orcid.org/0000-0003-3323-0112" }, "affiliation": [ { "@type": "Organization", "name": "Geologic Hazards Science Center", "url": "https://www.usgs.gov/centers/geologic-hazards-science-center" } ] }, { "@type": "Person", "name": "Medina, Miguel", "givenName": "Miguel", "familyName": "Medina" }, { "@type": "Person", "name": "Melgar, 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