自然灾害调查的法医侧写模拟方法——以日本云仙火山小野场小学为例

B. Bradák, Christopher A. Gomez, Yoshinori Shinohara, N. Hotta
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引用次数: 1

摘要

火山碎屑流及其沉积物的内部温度变化可以说是最具挑战性的数据。作为火山碎屑流内部温度变化的初步研究,我们对日本岛原小叶小学遗址进行了调查。这所小学位于云岑火山附近,在1991年9月15日火山最近一次活跃期间,它受到一次最大的火山碎屑流的袭击。目前的初步研究旨在利用现场法医和城市地质学来确定学校建筑各个部分的温度暴露。将自然灾害法应用于暴露在高温下的损坏材料,产生了最高温度分布的温度指纹。烧焦的木质部件和安装在教学楼校园一侧的塑料排水沟是最有用的温度指示器。所研究材料的各种变形和变化表现出暴露温度的显著差异。该建筑二层段(75-110℃和120-150℃之间)和一层段(435-557℃以上)的温度差异,不仅表明在火山碎屑流内部短距离(约10 ~≤100 m)存在明显的温度非均质性,而且指出了建筑结构对火山碎屑流一些关键动力学参数的可能影响。这些信息对于规划未来的减灾行动可能很重要。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Forensic Profiling Analogue Approach for the Investigation of Natural Hazards – A Case Study from Onokoba Elementary School, Unzen Volcano, Japan
Internal temperature variations of pyroclastic flows and their deposits are arguably the most challenging data to acquire. As a preliminary study of the temperature variation inside pyroclastic flows, the remains of Onokoba Elementary School (Shimabara, Japan) were investigated. The elementary school is located in the close vicinity of Unzen volcano and was hit by one of the largest pyroclastic flows during the latest active period of the volcano on 15th of September 1991. This present preliminary study aims to determine the temperature exposure of various portion of the school building using field-forensic and urban geology. Natural hazard methods applied to the damaged materials exposed to high temperature have generated a temperature fingerprint the maximum temperature distribution. Charred wooden parts and plastic gutters installed on the schoolyard-side faced of the building turns out to be the most useful temperature indicators. The various deformation and alterations of the studied materials show significant differences in the temperature exposed to. Such differences on the second-floor section (between 75-110°C and 120-150°C) and on the first-floor section (above 435-557°C) of the building do not simply imply significant temperature heterogeneity in short distance (some ten to ≤100 m) inside the pyroclastic flow, but also points toward the possible effects of the building architecture on some key dynamic parameter of the pyroclastic flow. Such information may be important for planning future hazard mitigation actions.
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