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研究生: 謝秉寰
Hsieh, Ping-Huan
論文名稱: 旗山溪流域莫拉克颱風觸發大規模崩塌之地形特徵研究
A study of topographic characteristics of large scaled landslide induced by Typhoon Morakot in the Chishan River watershed
指導教授: 林慶偉
Lin, Ching-Weei
學位類別: 碩士
Master
系所名稱: 理學院 - 地球科學系
Department of Earth Sciences
論文出版年: 2013
畢業學年度: 101
語文別: 中文
論文頁數: 96
中文關鍵詞: 大規模崩塌小林村莫拉克風災
外文關鍵詞: Large scaled landslide, Xiaolin Village, Typhoon Morakot.
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  • 民國98年8月莫拉克風災引起高雄市小林里(原小林村)大規模崩塌,造成重大災情,並造成各界對大規模崩塌的重視與研究。但目前對大規模崩塌由緩慢運動轉變為快速運動的機制並不瞭解。本研究主要目的是為了解發生快速運動的大規模崩塌的地形條件與其影響因子,故利用旗山溪小林里到甲仙與曾文溪支流-後堀溪兩區,使用莫拉克颱風前及後之光達數值地形資料與大規模崩塌影響因子,嘗試找出潛在大規模崩塌區位與其轉變為快速運動的因子。
    本研究工作項目分為地形特徵判釋與大規模崩塌因子統計。在判釋結果方面,利用2009年莫拉克災後航照與高精度數值地形資料產製之坡度圖判釋出34處的大規模崩塌區位與199處潛在大規模崩塌區位,而在莫拉克災前判釋結果,則有199處潛在大規模崩塌區位。分析經莫拉克颱風侵襲,潛在大規模崩塌轉換為快速運動之大規模崩塌,其各地形特徵及與影響因子之相關統計。
    分析結果顯示,在地形特徵方面,在34處崩塌區位均可發現判釋之主崩崖特徵,顯示出主崩崖是發生大規模崩塌的主要地形特徵,在發生大規模崩塌的影響因子評估方面,因子統計上篩選出有順向坡、崩塌地離河道距離、距構造跡線距離、主崩崖至坡體頭部距離(d)與滑動體長度(L)比例、距道路距離、雨量、坡度、河道侵蝕,共八個因子是潛在大規模崩塌轉變為快速運動之重要因子。

    Typhoon Morakot in August 2009 attacked Taiwan caused massive landslides Xiaolin Village, causing a major disaster, and large scaled landslides on the importance of community and research., the slow movement of mass collapses into a fast-moving mechanism is not understood. Purpose of this study is to understand the rapid movement of large-scale landslides occurred terrain conditions and evaluation of landslide activity, so use of the Chishan Kobayashi village to Jiasian with Zengwun tributaries - the two areas after the Taku River Morakot disaster LiDAR digital elevation model aerial photographs and topographic mapping a massive landslide, interpretation area greater than 10 hectares of fast motion has occurred location and massive collapse did not occur fast motion but with the collapse of massive avalanche terrain location, and compared to the 2005 LiDAR digital elevation model.
    This study is divided into two major part of mapping large-scale topographic features and influ factor of larege scaled landslide statistics. Mapping large scaled landslide use the aerial photographs in 2009 Morakot disaster information with the precision of digital terrain slope map production system. identify 34 place occurred large scaled landslide and 199 landslide potentially large scaled landslide location, while in pre-disaster Morakot identify the results, there are 199 potentially large scaled landslide location. Analysis by typhoon Morakot of the potential large-scale ladnslide into rapid motion by the shape characteristics and influencing factors of the large scaled landslide statistics.
    The results show that in the topographic features, the landslide area in the 34 place interpretation can be found in the crown feature, showing the crown is the main topographic features of large scaled landslide, in the event of large-scale assessment of the impact Dip slope , factor statistically filter out a forward slope, landslide from the river, distance to construct trace distance to the main slope collapsed cliff head distance (d) and the sliding body length (L) ratio, distance to road, rainfall, slope, river erosion, a total of eight factors are potentially large scaled landslide into a fast-moving important factor.

    摘要 I Abstract II 誌謝 IV 目錄 V 圖目錄 VIII 表目錄 XI 第一章 緒論 1 1.1前言 1 1.2研究動機與目的 1 1.3研究區域介紹 2 1.3.1地理位置 2 1.3.2交通概況 2 1.3.3水系 2 1.3.4地形 3 1.3.5地質 3 第二章 前人研究 13 2.1大規模崩塌 13 2.2大規模崩塌之地表特徵 16 2.3崩塌判釋方法 20 2.3.1地形因子 20 2.3.2區位因子 21 2.3.3構造因子 22 2.3.4坡腳侵蝕因子 23 第三章 研究方法與流程 26 3.1影像與基本資料收集 28 3.2大規模崩塌圖層建置 29 3.3大規模崩塌因子統計分析 33 3.3.1坡度因子 33 3.3.2順向坡因子 34 3.3.3離河道距離 37 3.3.4河道侵蝕 37 3.3.5構造線距離 37 3.3.6主崩崖至坡體頭部與滑動體長度之比例 40 3.3.7平均累積雨量分析 41 3.3.8最大時雨量分析 43 3.3.9周圍崩崖與災後周長比值 43 3.4證據權重法 47 貝氏定理與勝算比 47 勝算比 47 第四章 研究成果 48 4.1大規模崩塌地判釋結果 48 4.2大規模崩塌地形特徵 51 4.3大規模崩塌影響因子統計 55 4.3.1坡度統計結果 55 4.3.2順向坡因子統計結果 56 4.3.3離河道距離統計結果 59 4.3.4河道剖面統計結果 60 4.3.5構造線距離統計結果 62 4.3.6主崩崖至坡體頭部與滑動體長度之比例統計結果 63 4.3.7累積雨量統計結果 67 4.3.8最大時雨量統計結果 69 4.3.9道路距離統計結果 71 4.3.10周圍崩崖與周長比值 73 4.4大規模崩塌因子權重值計算結果 75 4.4.1坡度 76 4.4.2順向坡 76 4.4.3河道距離 77 4.4.4構造線距離 77 4.4.5 d/L權重值 78 4.4.6累積平均雨量 78 4.4.7最大時雨量 79 4.4.8道路距離 80 4.4.9岩性 80 第五章 結果與討論 82 第六章 結論 90 參考文獻 92

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