Use of trees as a tsunami natural barrier for Concepcion, Chile - 11th International Coastal Symposium

Journal of Coastal Research

Volumn , Issue SPEC. ISSUE 64, 2011, Pages 450-454

  Aranguiz, R ^a   Villagran, M ^a,b   Eyzaguirre, G ^a  

^a UNIVERSIDAD CATÓLICA DE LA SANTÍSIMA CONCEPCIÓN   (Chile)

^b PONTIFICIA UNIVERSIDAD CATÓLICA DE CHILE   (Chile)

Author keywords

Field survey; Inundation area; Inundation height; Numerical simulation; Physical model; Tsunami run up

Indexed keywords

COASTAL ZONE MANAGEMENT; CONFERENCE PROCEEDING; CONIFEROUS TREE; DECIDUOUS TREE; FIELD SURVEY; FLOODING; NATURAL BARRIER; NUMERICAL MODEL; TSUNAMI; WATER LEVEL; WAVE RUNUP;

BIO BIO; CHILE; CONCEPCION [BIO BIO];

PINUS RADIATA; POPULUS ALBA;

EID: 84857408094     PISSN: 07490208     EISSN: 15515036     Source Type: Journal    
DOI: None     Document Type: Conference Paper

References (19)

1. Asturnatura, Naturaleza Cantábrica [Internet] Available in: http://www.asturnatura.com, [reviewed on November 20th, 2010].
2. Barrientos S, (2010) "Informe Técnico Terremoto de Cauquénes 27 de Febrero del 2010". Servicio Sismológico Universidad de Chile, Santiago, Chile.
3. Delouis, B., Nocquet J., Valeé M, (2010). "Slip distribution of the February 27, 2010 Mw=8.8 Maule Earthquake, central Chile, from static and high-rate GPS, InSAR and teleseismic data", Geophisicl Research Letters vol 37, L17305, doi:10.1029/2010GL043899.
4. Encina, F, (1956). "Historia de Chile, desde la prehistoria hasta 1891", vol 2, pp26-28, Editorial Nascimiento, 4ta Edición, Santiago, Chile.
5. Encina, F. (1970). "Historia de Chile, desde la prehistoria hasta 1891", vol 3, pp 267-268, Editorial Nascimiento, 4ta Edición, Santiago, Chile.
6. Encina, F. (1970). "Historia de Chile, desde la prehistoria hasta 1891", vol 4, 487-491 y 538-541, Editorial Nascimiento, 4ta Edición, Santiago, Chile, 1970.
7. Esteban, M. et al (2008). Pressure Exerted by a Solitary Wave on the Rubble Mound Foundation of an Armoured Caisson Breakwater, United Nations University, Institute of Advanced Studies. Yokohama, Japan.
8. Gallagher, T., Kaufman, A., Irvine, A., (2010). "Towards a tsunami bio-shild design for the Pacific:observation from Upolu, Samoa". [On line], Dirección URL: http://www.pacificdisaster.net/pdnadmin/data/original/ WSM-2010-Bioshield-Tsunami-poster.pdf, [reviewed on November 20th, 2010
9. Gedik N., Irtem E., Kabdasli S (2005). Laboratory investigation on tsunami run-up Ocean Engineering 32 pp 513-528.
10. Gil, J. (1945). "Charles Darwin, viaje de un naturalista alrededor del mundo", Librería El Ateneo, Buenos Aires Argentina.
11. Harada, K., Imamura, F., (2005), "Effects of Coastal Forest on Tsunami Hazard Mitigation - A Preliminary Investigation", Advances in Natural and Technological Hazards Research, Volume 23: "Tsunamis-Case Studies and Recent Developments", Part II., 279-292.
12. Hiraishi T., Harada K., (2003) Greenbelt tsunami prevention in South-Pacific region, Report of the Port and Airport Research Institute PARI, 42 (2), 1-23.
13. Infojardin, [Internet] Available in: http://www.infojardin.com [reviewed on November 20th, 2010]
14. IOC (1997), Numerical method of tsunami simulation with the leap-frog scheme. iugg/ioc time project, Manuals and Guidelines No 30, SC-97/WS-37.
15. Irtem, E.., Gedik, N., Sedat, M., & Yasa N. (2009). Coastal forest effects on tsunami run-up heights, Ocean Engineering, vol 36 pp. 313-320
16. 313-320 Kotani, M., Imamura F. & N. Shuto,. N. 1998. Tsunami run-up simulation and damage estimation by using GIS. In: Proc. of coastal eng., JSCE, vol. 45 (1), pp. 356-360. (In Japanese)
17. Moreno, T., Gibbons, W., (2007). "Geology of Chile", Geological Society, Londres, Inglaterra, pp 263-288.
18. Okada Y (1985) Surface Deformation to Shear and Tensile Faults in a Half-Space. Bull. Seism. Soc. Am., 75, [4], 1135-1154
19. Tanaka, N., Nandasena, N. A. K., Jinadasa, K. B. S. N., Sasaki, Y., Tanimoto, K. and Mowjood, M. I.M.(2009) 'Developing effective vegetation bioshield for tsunami protection', Civil Engineering and Environmental Systems, 26: 2, 163-180.