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  1. NTU Theses and Dissertations Repository
  2. 生物資源暨農學院
  3. 生物環境系統工程學系
請用此 Handle URI 來引用此文件: http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/73042
完整後設資料紀錄
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dc.contributor.advisor廖國偉
dc.contributor.authorShih-Chun Changen
dc.contributor.author張世駿zh_TW
dc.date.accessioned2021-06-17T07:15:03Z-
dc.date.available2019-07-17
dc.date.copyright2019-07-17
dc.date.issued2019
dc.date.submitted2019-07-16
dc.identifier.citation參考文獻
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23. Fan, J. C., S. C. Chang, K. W. Liao, J. J. Guo, C. H. Liu, Y. C. Chang, C. L. Huang & C. H. Yang. 2018. “The impact of physiographic factors upon the probability of slides occurrence: a case study from the Kaoping River Basin, Taiwan.” Journal of the Chinese Institute of Engineers, DOI: 10.1080/02533839.2018.1482236.
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dc.identifier.urihttp://tdr.lib.ntu.edu.tw/jspui/handle/123456789/73042-
dc.description.abstract本研究主要係以高屏溪流域集水區為例,探討地文因子對於崩塌發生機率之影響。文中先將前人研究較常使用之地文因子以無母數統計檢定其與崩塌發生之相關性及因子間之獨立性,並結合物理機制篩選出坡度、順向坡比及崩塌率等3地文因子與崩塌發生具顯著相關,其中包含具時變性之因子(即崩塌率),再結合水文因子(累積降雨量)以邏輯斯迴歸建立崩塌發生機率評估模式,即崩塌發生機率隨坡度、順向坡比、崩塌率及累積雨量增加而升高。該模式於訓練階段及驗證階段之整體正確率均約81%;研究中另以20次隨機挑選之歷史降雨事件進行驗證,包含崩塌發生與不發生之事件各10次,結果顯示倘設定模式P=0.5做為警戒門檻機率,模式判定之正確率約80%,與模式建置訓練階段及驗證階段之整體正確率相符合,僅2次誤警示及2次未預測崩塌發生。
本文進一步採用支持向量機(Support Vector Machine)、最小平方支持向量機(Least Square Support Vector Machine)與關聯向量機(Relevance Vector Machine)進行推估,並與邏輯斯迴歸結果相較,SVM將推估準確度從81.3%提高到82.44%,LS-SVM進一步將準確度提高到84.7%,且任何採用正規化方法之RVM均優於邏輯斯回歸模式。
本研究所發展之崩塌發生機率評估模式可應用於坡地之防災:其一,無論係以工程手段或植生工法減少一區域之崩塌面積,即可有效降低該區域之崩塌再發性。其二,一地區倘歷經地震、颱風或人為開發等大規模改變事件後,可參考本研究所發展之模式更新地文因子,校正崩塌發生之降雨門檻值。其三,可給定一適當之累積雨量及可接受之崩塌發生風險,則一集水區內需優先進行崩塌防治之區域亦可藉此評估而得。
zh_TW
dc.description.abstractThis study investigated the influence of physiographic factors upon the probability of slide occurrence in the Kaoping River Basin. According to literature, statistical tests and physical mechanisms, three physiographic factors (slope steepness, the dip slope ratio, and the time-dependent landslide ratio) were significantly related to slide occurrence. Together with a hydrological factor (i.e., cumulative rainfall) to establish an assessment model for estimating the probability of slide occurrence using logistic regression and machine learning. The model’s overall accuracy in the training and validation stages was about 81% and 87%, respectively. Twenty randomly selected historical rainfall events were employed for verification, half of them are with slide occurrence. The results showed that the model accuracy was approximately 80%, if the probability threshold Psh is set to be 0.5.
In addition to logistic learning, the machine learning algorithm such as Support Vector Machine, Least-Square Support Vector Machine and Relevance Vector Machine are used to estimate the probability of slide occurrence, and compared with the logistic regression results. The SVM enhances the estimation accuracy from 81.3% to 82.44%, the LS-SVM further increases the accuracy to 84.7%. The proposed RVM with any kind of normalization is superior to those of the logistic model.
This assessment model can assist in prediction of slide occurrence and the subsequent/corresponding engineering measures or vegetation restoration can be utilized to reduce the landslide ratio and the probability of slide occurrence. After landscape changes, the model’s physiographic factors can be updated to adjust the rainfall threshold for slide occurrence. Given a cumulative rainfall and an acceptable risk of slide occurrence, the proposed model can identify priority regions for slide prevention.
en
dc.description.provenanceMade available in DSpace on 2021-06-17T07:15:03Z (GMT). No. of bitstreams: 1
ntu-108-D95622009-1.pdf: 4991480 bytes, checksum: fdf5614daba8808fec94447869f40672 (MD5)
Previous issue date: 2019
en
dc.description.tableofcontents目錄
致謝 2
摘要 3
Abstract 4
圖目錄 7
表目錄 9
符號表 10
第一章 前言 11
1.1 研究動機與緣起 11
1.2 研究目的 11
1.3 研究內容 12
第二章 文獻回顧 13
2.1 崩塌分類及定義 13
2.2 影響崩塌發生之地文因子 14
2.3 崩塌發生機率評估 18
第三章 研究區域概述 20
3.1 集水區水系 20
3.2 氣象 23
3.3 地文資料 26
3.4 人文概況 31
3.5 道路與交通 31
第四章 研究方法 32
4.1 資料蒐集與前處理 32
4.1.1 崩塌小區(Slope-units)劃分 32
4.1.2 雨量資料 32
4.1.3 崩塌災例 33
4.2 地文因子萃取 38
4.2.1 相關性檢定 40
4.2.2 獨立性檢定 40
4.3 地文因子量化 42
4.4 邏輯斯迴歸 43
4.5 關聯向量機 46
第五章 結果與討論 51
5.1 地文因子分析結果 51
5.1.1 相關性檢定 51
5.1.2 獨立性檢定 54
5.1.3 地文因子量化 56
5.2 崩塌發生機率評估模式之建立 59
5.3 崩塌率對於崩塌發生機率之影響 61
5.4 關聯向量機推估結果 68
第六章 結論與建議 71
參考文獻 74
dc.language.isozh-TW
dc.subject崩塌發生機率zh_TW
dc.subject地文因子zh_TW
dc.subject崩塌率zh_TW
dc.subject支持向量機zh_TW
dc.subject最小平方支持向量機zh_TW
dc.subject關聯向量機zh_TW
dc.subject邏輯斯迴歸zh_TW
dc.subjectLeast Square Support Vector Machineen
dc.subjectthe landslide ratioen
dc.subjectlogistic regressionen
dc.subjectprobability of slide occurrenceen
dc.subjectnon-parametric statistical testen
dc.subjectSupport Vector Machineen
dc.subjectPhysiographic factorsen
dc.subjectRelevance Vector Machineen
dc.title地文因子對崩塌發生機率之影響-以高屏溪流域為例zh_TW
dc.titleThe Impact of physiographic factors upon the probability of slides occurrence: a case study from the Kaoping River Basin, Taiwanen
dc.typeThesis
dc.date.schoolyear107-2
dc.description.degree博士
dc.contributor.coadvisor范正成
dc.contributor.oralexamcommittee鄭克聲,林俊全,林宏達
dc.subject.keyword地文因子,崩塌率,邏輯斯迴歸,崩塌發生機率,支持向量機,最小平方支持向量機,關聯向量機,zh_TW
dc.subject.keywordPhysiographic factors,the landslide ratio,logistic regression,probability of slide occurrence,non-parametric statistical test,Support Vector Machine,Least Square Support Vector Machine,Relevance Vector Machine,en
dc.relation.page79
dc.identifier.doi10.6342/NTU201901466
dc.rights.note有償授權
dc.date.accepted2019-07-16
dc.contributor.author-college生物資源暨農學院zh_TW
dc.contributor.author-dept生物環境系統工程學研究所zh_TW
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