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dc.contributorONEMIen_US
dc.contributorUniversity of Wolverhamptonen_US
dc.coverage.spatialRegión de Valparaísoen_US
dc.creatorWinckler Grez, Patricio
dc.date.accessioned2012-05-07T20:13:10Z
dc.date.available2012-05-07T20:13:10Z
dc.date.issued2001-12
dc.identifier.urihttp://repositoriodigitalonemi.cl/web/handle/2012/49
dc.descriptionTesis de Maestría. Supervisor Dr. Paul Giess, University of Wlolverhampton. Assessor Dr. Adrian Neal, University of Wolverhamptonen_US
dc.description.abstractThe developing importance of Quintero harbour and the extensive land use in the bay have - prompted the assessment of tsunami risk in order to better understand the phenomena and risks involved and to advise upon mitigating measures for the area. This report presents the theory and technique for the evaluation of the potential effects of tsunamis striking the area, as part of an extensive research commissioned by the Chilean Hydrographic and Oceanographic Service (SHOA) which is currently evaluating tsunami risk in the Chilean harbours. To study tsunami hydrodynamics, TUNAMI-N code was used. This is a numerical facility for the modelling of near-field tsunamis, developed by Dr. Nuobo shuto in Tohoku University, Japan (1997). It is based on a leap frog finite difference scheme and includes the generation, propagation and run-up of tsunami waves by means of the shallow water wave theory. The seismic events were selected from historical records of earthquakes occurred in the area. Results are presented as a tsunami flooding map, velocity fields and wave height time series, within 3-hours simulations. TUNAMI-N code in combination with Matlab 5.3 graphical facilities showed an efficient performance concerning time and memory consumption. Results show that the North-eastern portion of the bay would be severely affected by potentially destructive tsunamis (Mo 5x1021) with- run-ups of up to 8 m and velocities of 8m/s. Downtown Quintero is relatively protected by Peninsula Los Molles and would not be very damaged by these events. Minor tsunamis (1021 5x102l) signify negligible impacts with run-ups of about 2 m and maximum velocities of 1m/s. It is concluded that flooded areas are strongly dependent on the seismic moment of the triggering earthquake (Mo) and, until improved information about seismic features in Central Chile is available, obtained results provide a good approach to evaluate tsunamis looding levels. A site-specific set of mitigating measures includes soil stability improvement storage tanks anchoring and the protection, or relocation of critical lifelines and buildings in Puerto Ventanas. Terminales Oxiquim require minor mitigating measures because of its safe location. Providing frictional characteristics to the coastline, by landscaping with tsunami forests or drainage nets, would be an economic and sustainable alternative to mitigate inundation risks in residential areas. It is recommended to prepare a communication plan in order to encourage public awareness of the tsunami threat.en_US
dc.formatPDFen_US
dc.language.isoInglesen_US
dc.rightsONEMIen_US
dc.subjectGEOLOGÍAen_US
dc.subjectINUNDACIONESen_US
dc.subjectTSUNAMISen_US
dc.titleMemoria de inundación por tsunami en la Balud de Quinteroen_US
dc.title.alternativeTsunami risk assessment in Quintero Bay, Chileen_US
dc.typeInformeen_US
dc.provinciaValparaísoen_US
dc.comunaQuinteroen_US
dc.catalogadorMGPen_US
dc.eventogeneralGEOLÓGICOen_US
dc.eventomedioTectonicoen_US
dc.subjectinglesGEOLOGYen_US
dc.subjectinglesFLOODSen_US
dc.subjectinglesTSUNAMISen_US


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