2015-01-012024-05-18https://scholars.lib.ntu.edu.tw/handle/123456789/705394摘要:本計畫以三&#63886;為期,涵蓋五項子計畫,選擇宜&#63775;地區太平山&#63775;台地區為研究地區,建置涵蓋衛星&#63817;達影像、地表單頻與雙頻GPS、大地電場即時監測與井下光纖之綜合監測系統,以&#63930;解&#64009;雨、地下水壓、地下水位、地表&#63748;移&#63870;與&#63748;動面&#63748;移&#63870;間之相互關係,進而&#63930;解研究區域之崩塌發生機制與觸發條件。此外,透過&#63847;同時間與空間尺&#64001;監測資&#63934;之比較分析,評估&#63847;同監測方法之經濟效&#64023;與可能之最佳配置,並針對可能&#63847;同地質與地形條件之大規模崩塌潛勢發生區位提出&#63847;同監測組合。 第一&#63886;工作涵蓋研究區域背景資&#63934;蒐集、遙測影像判釋、現地調查、井孔鑽探與監測系統建置。透過地表GPS、近景攝影、角形反射器與全測站反射&#63830;鏡之設置,進&#64008;地表位移之監測,同時&#63965;用TCP-InSAR 及D-INSAR 之分析技術,解算ALOS 衛星&#63817;達影像反應的地表變形速&#63841;。此外,除鑽探岩心之&#63882;學分析外,井孔將佈設光纖水壓及&#63748;移監測系統監測地下水壓與&#63748;動面&#63748;移資&#63934;。 第二&#63886;工作重點在崩塌監測資&#63934;綜整分析、發生機制研究與監測成效評估。建&#63991;研究區域綜合監測系統後,持續進&#64008;資&#63934;蒐集分析,並評估監測系統之穩定性與改進方式。此外,&#63965;用監測之資&#63934;,發展單頻GPS 即時解算技術、TCP-InSAR 與GPS 資&#63934;&#63895;合解算技術、建構研究區域坡體水文與邊坡破壞模式並進&#64008;相關&#63851;&#63849;&#63841;定。 第三&#63886;工作包括大規模坡地崩塌破壞機制、發育模式、影響評估及監測方法經濟效&#64023;評估。由前&#63864;&#63886;所建&#63991;之監測資&#63934;,除發展大規模崩塌&#63748;動面逆推之運動學分析模式,確認研究區域大規模崩塌之破壞與發生機制及其破壞後之可能影響範圍。同時透過多&#63886;監測資&#63934;之分析比較,評估多元多尺&#64001;監測資&#63934;綜合運用之可&#64008;性及各種&#63847;同監測方法之經濟效&#64023;評估,同時評估在&#63847;同地質與地形條件下,可能&#63847;同監測方法之組合。 <br> Abstract: In this proposed study that comprising five subprojects, a comprehensive monitoring system including the application of total station/monitoring pins, single frequency GPS, new drilling (core and sample analyses), electric resistivity survey, InSAR, and fiber optics sensors will be installed in Lan-Tai area to monitor the activity and to understand the sliding mechanism of large scale landslides for three years. In addition, the efficiency and economics of each monitoring technique will be evaluated by comparisons of the investment and the quality of collected data. Subsequently, different combinations of survey techniques for monitoring large scale landslides in different geologic and geomorphologic terrains will be proposed. In the first year, aerial photos, satellite images, and 1 m resolution DEM of the study area will be collected and interpreted. A detailed field mapping will then be conducted and three boreholes will be drilled, and followed by installation of different survey systems in the selected profile or drilling sites. In the second year, the collected data will be analyzed to compare the accuracy of different types of data. The stability of the monitoring system will be evaluated and improved. The primitive hydrologic and failure model of the study area will be established according to field survey and monitoring data. In addition, the module for real time analysis of single frequency GPS will be developed. In the last year, the slip mechanism and triggering threshold of the large scale landslide in the study area will be proposed. The efficiency and economics of each monitoring technique will be evaluated according to the investment and the quality of collected data. For large scale landslides in different geologic and geomorphologic terrains, different combinations of monitoring techniques will be proposed.大規模崩塌監測系統崩塌機制deep-seated landslidemonitoring systemlandslide mechanism大規模崩塌多元多尺度綜合監測、資料綜整分析與滑動機制研究:以太平山蘭台地區為例-大規模崩塌多元多尺度綜合監測、資料綜整分析與滑動機制研究:以太平山蘭台地區為例