博碩士論文 996204015 完整後設資料紀錄

DC 欄位 語言
DC.contributor應用地質研究所zh_TW
DC.creator邱奕勛zh_TW
DC.creatorI-HSUN CHIUen_US
dc.date.accessioned2012-8-7T07:39:07Z
dc.date.available2012-8-7T07:39:07Z
dc.date.issued2012
dc.identifier.urihttp://ir.lib.ncu.edu.tw:88/thesis/view_etd.asp?URN=996204015
dc.contributor.department應用地質研究所zh_TW
DC.description國立中央大學zh_TW
DC.descriptionNational Central Universityen_US
dc.description.abstract降雨誘發山崩是台灣目前主要的山崩災害,因此探討不同集水區之降 雨量與誘發山崩之關係有其重要性。近年山崩潛感分析開始加入雨量因子 進行統計,為瞭解雨量因子是否有其物理意義,因此挑選若干個設有雨量 站的小集水區,觀察降雨量與誘發山崩發生率之關係。本研究在全台灣的 沉積岩、板岩、變質岩三個不同的地質區中,選取適當的次集水區作為分 析單元,測繪不同降雨事件之誘發山崩,並分析誘發山崩發生率與雨量因 子之關係。降雨因子包括:最大時雨量、總雨量、平均降雨量強度、降雨 延時以及最大3、6、9、12、24 小時雨量。誘發山崩發生率則以崩壞比表 示;某一降雨事件分析單元內誘發山崩面積與該單元面積之比率稱為崩壞 比。 每一降雨事件之崩壞比與某一雨量因子之關係以最小平方法進行線性 一次迴歸,發現各研究區R2 值結果良好,雨量因子與崩壞比具有正相關 性,證實雨量因子作為山崩潛感模型促崩因子有其物理意義。本研究採用 R2 值達0.5 以上之降雨誘發山崩崩壞比曲線,將曲線於橫軸之截距定義為 該研究區降雨門檻值,發現各研究區的確有門檻值現象存在。同時證明, 利用線性一次迴歸已足夠表示降雨量雨誘發山崩發生率之關係。本研究發 現各地質區雖無統一的崩壞比曲線斜率及降雨門檻值,但是相鄰或者距離 較近的地區較有相似的崩壞比曲線斜率及降雨門檻值。 zh_TW
dc.description.abstractRainfall-induced landslides is a major landslide disaster in Taiwan. To study the relationship between rainfall and induced landslides at different drainage basins is important. In recent years, landslide susceptibility analysis began to use rainfall as a triggering factor in statistics. For realizing the physical meaning of rainfall factor, we select a number of small drainage basins where a rainfall station in available to observe the relationship between rainfall and the occurrence rate of induced landslides. This study selects 17 study areas to map induce landslides of each rainfall events and to analysis the relationship between rainfall and the occurrence rate of induced landslides from the sedimentary terrain, the slate formation and the metamorphic complex in Taiwan. Rainfall factors include maximum hourly rainfall, total rainfall, average rainfall intensity, rainfall duration, and maximum 3, 6, 9, 12, 24 hourly rainfalls. We present the occurrence rate of induced landslides by the landslide ratio; the ratio of landslide area and total area in each study area. The correlation between the landslide ratio and a rainfall factor is positive. This supports that rainfall as a triggering factor used in a landslide susceptibility analysis is physically meaningful. This study uses a simple linear regression model to fit the relationship between the landslide ratio and a rainfall factor in each study area. The goodness of fit for the regression model is generally acceptable. We selected those models with R2 value larger than 0.5 to find out the intercept of the best fit line and the horizontal axis and to define a rainfall threshold. At the same time, we found that the use of a simple linear regression model is good enough to interpret the relationship between rainfall and the occurrence rate of induced landslides. Finally, we observe the landslide ratio curve and the rainfall threshold in each geologic province. Although the landslide ratio curve and the rainfall threshold are not consistent in a whole geologic province, they are similar in the adjacent or the closer study areas. en_US
DC.subject降雨門檻值zh_TW
DC.subject集水區zh_TW
DC.subject淺層山崩zh_TW
DC.subject雨量zh_TW
DC.subject降雨誘發山崩zh_TW
DC.subject崩壞比zh_TW
DC.subjectshallow landslideen_US
DC.subjectdrainage basinen_US
DC.subjectrainfall thresholden_US
DC.subjectrainfallen_US
DC.subjectrainfall-induced landslidesen_US
DC.subjectlandslide ratioen_US
DC.title降雨量與誘發山崩發生率之關係zh_TW
dc.language.isozh-TWzh-TW
DC.titleThe relationship between rainfall and the occurrence rate of induced landslidesen_US
DC.type博碩士論文zh_TW
DC.typethesisen_US
DC.publisherNational Central Universityen_US

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