巴西南部Blumenau滑坡坝的初步调查与评价

Ingrid Ferreira Lima, Pucai Yang, M. Pozzobon, Eloir Maoski, Gerson Lange Filho
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摘要

连续降雨的直接结果是,继2015年10月22日18:30左右发生小型滑坡后,当地时间2015年10月23日凌晨2:00左右,巴西圣卡塔琳娜州布卢门瑙南部Itajaí-Açu河支流加西亚河左坡发生大型滑坡。山体滑坡发生前一个月,当地降雨量异常高(354.6毫米/月)。滑坡发生在新元古代加斯帕组沉积岩地质背景区内,滑坡底部约300米高的陡坡和200米左右的海拔梯度范围内。该组主要由砂岩和砾岩组成,并穿插细粒火山凝灰岩层。山体滑坡的碎片袭击了位于滑坡底部的威利牧场社区,严重破坏了房屋,并暂时阻塞了加西亚河。滑坡碎屑下坡并部分进入加西亚河,完全堵塞了加西亚河的原河道,导致滑坡坡底周围的水流发生改变,形成坝顶高度在河床上方约6.0 m的滑坡坝。在滑坡坝形成后不久,它立即被困在山谷以上约6.0米的深度,大坝后面约250米的长度,然后由于溢流和侵蚀而部分失效。在我们进行实地考察时,加西亚河已经部分被阻塞,估计水位高出河床约4.5米,位于天然水坝区域。滑坡的碎片仍然主要堆积在灾害报告上
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Preliminary Investigation and Assessment of Landslide Dam Occurring in Blumenau, Southern Brazil
As a direct result of continuous rainfall, following a small landslide occurring at about 18 : 30 on October 22, 2015, a large landslide occurred at about 2 : 00 am local time on October 23, 2015, on the left slope of the Garcia River, a branch of the Itajaí-Açu River, southern Blumenau, State of Santa Catarina-Brazil. The landslide occurred immediately after a month period that was marked by unusually high levels of rainfall locally (354.6 mm/month). The landslide initiated within an approximately 300-m-high steep slope and about 200 m of altimetry gradient at the base of the landslide in the geological context area of sedimentary rocks of the Neo-Proterozoic Gaspar Formation. The formation is composed mainly of sandstone and conglomerates and intercalated with fine -grained volcanic tuff bed. The landslide debris struck the community of Willy’s Rancho at the base of the landslide slope, seriously damaging 4 houses and temporarily damming the Garcia River. The landslide debris travelled downslope and partially into the Garcia River, and completely blocked the original course of the Garcia River, leading to changed flow course around the base of the landslide slope and formed landslide dam with a crest height of about 6.0 m above the riverbed. Shortly after the formation of the landslide dam it was immediately impounded to a depth of about 6.0 m above the valley and a length of about 250 m behind the dam, and then partially failed due to overflow and erosion. By the time of our site visit the Garcia River has been partially blocked at an estimated water level of about 4.5 m above the riverbed in the area of the natural dam. The landslide debris still accumulates mostly on the Disaster Report
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