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dc.contributor.authorVAN WESTEN, Cees J.
dc.contributor.authorGorum, TOLGA
dc.contributor.authorXU, Qiang
dc.contributor.authorDAI, Fuchu
dc.contributor.authorFAN, Xuanmei
dc.date.accessioned2021-03-05T21:12:43Z
dc.date.available2021-03-05T21:12:43Z
dc.identifier.citationFAN X., VAN WESTEN C. J. , XU Q., Gorum T., DAI F., "Analysis of landslide dams induced by the 2008 Wenchuan earthquake", JOURNAL OF ASIAN EARTH SCIENCES, cilt.57, ss.25-37, 2012
dc.identifier.issn1367-9120
dc.identifier.othervv_1032021
dc.identifier.otherav_d7d2a26c-05ec-4f88-a416-e25c3bd1cfe5
dc.identifier.urihttp://hdl.handle.net/20.500.12627/142398
dc.identifier.urihttps://doi.org/10.1016/j.jseaes.2012.06.002
dc.description.abstractLandslide dams caused by earthquakes are extremely hazardous disruptions of the flow of water and sediment in mountain rivers, capable of delivering large outburst floods that may devastate downstream areas. We analyzed a unique inventory of 828 landslide dams triggered by the M-w 7.9 2008 Wenchuan tectonic earthquake, China, constituting similar to 1.4% of the >60,000 coseismic slope failures mapped and attributed to this event. While 501 landslides blocked the rivers completely, the remainder caused only partial damming or channel diversion. The spatial distribution of landslide dams follows the same trend of that of the total landslide distribution, with landslide dams being most abundant in the steep watersheds of the hanging wall of the Yingxiu-Beichuan Thrust Fault, and in the northeastern part of the strike-slip fault near Qingchuan. Besides the co-seismic landslide density, the river width also played a key role in determining the landslide dam formation. Narrow rivers are more prone to be dammed than the wide rivers. The correlation between river width and landslide dam volume follows a linear relation, which can be used to roughly estimate the dam formation possibility. However, the applicability of this correlation needs to be validated in other regions. The decay (failure) rate of dams, defined here as the percentage of the number and area of landslide dams that have failed over time, shows that similar to 25% of dams accounting for similar to 30% of total landslide dam area failed one week after the earthquake. These percentages increased to similar to 60% within 1 month, and to >90% within 1 year. The geomorphometric parameters were analyzed, revealing power-law relations between landslide area and dam width, landslide source area and dam area, as well as lake area and lake volume. The inventory presented in this study will enrich the worldwide earthquake-induced landslide dam database and will also contribute to a better understanding of the post-earthquake dam decay. (C) 2012 Elsevier Ltd. All rights reserved.
dc.language.isoeng
dc.subjectMühendislik ve Teknoloji
dc.subjectJeoloji Mühendisliği
dc.subjectJEOLOJİ
dc.subjectTemel Bilimler (SCI)
dc.subjectYerbilimleri
dc.subjectYER BİLİMİ, MULTİDİSİPLİNER
dc.titleAnalysis of landslide dams induced by the 2008 Wenchuan earthquake
dc.typeMakale
dc.relation.journalJOURNAL OF ASIAN EARTH SCIENCES
dc.contributor.department, ,
dc.identifier.volume57
dc.identifier.startpage25
dc.identifier.endpage37
dc.contributor.firstauthorID100778


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