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研究生: 林思圩
Lin, Szu-Yu
論文名稱: 不同崩塌類型與治理程度對崩塌比變異之影響:以臺灣八個山區流域為例
Influence of Landslide Type and Management Level on Landslide Ratio Variability: Evidence from Eight Mountainous Watersheds in Taiwan
指導教授: 余騰鐸
Yu, Teng-To
學位類別: 碩士
Master
系所名稱: 工學院 - 資源工程學系
Department of Resources Engineering
論文出版年: 2026
畢業學年度: 114
語文別: 中文
論文頁數: 105
中文關鍵詞: 崩塌比降雨崩塌因子整治工程相關係數地理資訊系統
外文關鍵詞: Landslide Ratio, Rainfall, Landslide Factors, Restoration Engineering, Correlation Analysis, Geographic Information System
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  • 臺灣位於板塊聚合帶與西北太平洋颱風主要路徑上,山區長期受到地震與豪雨事件影響,造成頻繁之崩塌災害。地震除直接誘發崩塌外,亦可能降低坡地穩定性,使後續降雨事件更容易觸發崩塌;而不同地區之地形條件、災害歷程及治理措施差異,亦可能影響崩塌恢復過程及其對降雨之敏感性。因此,探討不同類型流域於降雨擾動下之崩塌演化特性,對於瞭解臺灣山區崩塌發展機制具有重要意義。
    本研究以臺灣八個具代表性山區研究區為對象,包括甲仙、來義、廬山、國姓、坪林、烏來、秀林及南澳等地區,依據主要災害類型及治理程度劃分為極端事件型、長期滑動型、集水區控制型及高頻事件型等四類研究區,並區分高治理與低治理條件進行比較分析。
    研究方法主要採用崩塌比在不同因子分組條件下之時序變化,探討崩塌比與高程、坡度、坡向、年雨量、年強降雨天數之關係,並比較不同類型研究區於各因子分組崩塌比變化之特性。此外,也透過評估各類型研究區之治理措施、地形條件及災害歷程觀察崩塌恢復之過程。
    研究結果顯示,不同類型研究區之崩塌演化模式具有顯著差異。極端事件型、長期滑動型、集水區控制型多數崩塌發生於中低高程區域,崩塌發生時坡度大之區域有明顯崩塌;而高頻事件型研究區崩塌比大小與高程呈現正相關且崩塌發生時所有坡度分組皆會升高,而非僅坡度大之區域崩塌明顯。而經過積極治理之高治理研究區在治理過後崩塌比對降雨量及降雨事件敏感性下降,與年雨量相關性會呈現弱相關,而低度治理研究區之崩塌比與年雨量呈現中度相關。總而言之,本研究旨在觀察不同環境經不同治理手段或自然演化之崩塌恢復與穩定過程。

    Taiwan is located within an active tectonic collision zone and along the primary typhoon track of the northwestern Pacific Ocean. As a result, mountainous regions are frequently affected by heavy rainfall events and landslide hazards. In addition to triggering landslides directly, environmental disturbances may alter slope stability and increase susceptibility to subsequent rainfall-induced failures. Furthermore, variations in topographic conditions, disturbance histories, and management practices may influence landslide recovery processes and rainfall sensitivity. Therefore, understanding the evolution of landslide activity under different environmental settings is essential for improving landslide hazard management in Taiwan.
    This study selected eight representative mountainous watersheds in Taiwan, including Jiaxian, Laiyi, Lushan, Guoxing, Pinglin, Wulai, Xiulin, and Nanao. Based on dominant disturbance characteristics and management levels, the study areas were classified into four categories: extreme-event type, long-term sliding type, watershed-controlled type, and high-frequency-event type. Each category was further divided into highly managed and less-managed groups for comparative analysis.
    Landslide ratio was adopted as the primary indicator to evaluate landslide activity. Temporal variations in landslide ratios were analyzed with respect to elevation, slope, aspect, annual rainfall, and annual heavy-rainfall days. The relationships between landslide ratio and environmental factors were examined, and the recovery processes of different watersheds were evaluated through comparisons of geomorphic characteristics, disturbance histories, and management practices.
    The results indicate that distinct landslide evolution patterns exist among different watershed types. Extreme-event, long-term sliding, and watershed-controlled areas generally exhibited higher landslide ratios at low to middle elevations, while high-frequency-event watersheds showed increasing landslide ratios with elevation. Slope was positively correlated with landslide ratio in all study areas. Highly managed watersheds demonstrated substantially reduced rainfall sensitivity after large-scale restoration and mitigation projects, whereas less-managed watersheds maintained moderate correlations between landslide ratio and rainfall conditions. Overall, the findings suggest that both watershed characteristics and management strategies play important roles in controlling landslide recovery and stabilization processes.

    摘要I AbstractII 致謝VII 目錄VIII 圖目錄XI 表目錄XV 第一章 緒論1 1.1 前言1 1.2 研究目的2 1.3 研究流程2 第二章 文獻回顧4 2.1 崩塌基本概念4 2.2 崩塌影響因子5 2.3 降雨與崩塌關係8 2.4 崩塌恢復歷程10 2.5 集水區治理與崩塌10 2.6崩塌比相關研究11 第三章 研究區域與研究方法12 3.1研究區域概述12 3.1.1極端事件型研究區13 3.1.2 保護區型研究區15 3.1.3 長期滑動型研究區17 3.1.4 高頻事件型研究區20 3.2研究資料與工具23 3.2.1 研究資料23 3.2.2 研究工具23 3.3山崩崩塌比24 3.4崩塌影響因子26 3.4.1 高程26 3.4.2 坡度28 3.4.3 坡向30 3.4.4 年雨量32 3.4.5 強降雨天數34 3.5 相關係數36 第四章 結果與討論37 4.1 崩塌影響因子與山崩37 4.1.1 極端事件型研究區37 4.1.2 保護區型研究區41 4.1.3 長期滑動型研究區45 4.1.4 高頻事件型研究區48 4.1.5小結52 4.2 降雨與崩塌比變化分析53 4.2.1 年雨量與崩塌比53 4.2.2 強降雨天數與崩塌比56 4.3 整治與崩塌60 4.3.1整治與崩塌比60 4.3.2 整治實例75 4.4 背景崩塌79 4.5 回春效應79 4.6崩塌比及雨量相關性與整治79 第五章 結論與建議81 5.1 結論81 5.2 建議82 參考文獻84

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