崩塌地監測與因應措施——以藤枝林道及九份二山崩塌地為例
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- 英文论文题名：2014 Tengzhi Forest Road 3.5 k and Chiufenershan Landslides monitoring and response plan
- 论文作者：蘇苗彬 ; 陳振宇 ; 尹孝元 ; 林建良 ; 羅瑋倫 ; 游韋菁 ; 武德玲
- 英文论文作者：Miau-Bin Su ; Chen-Yu Chen ; Hsiao-Yuan Yin ; Chen-Liang Lin ; Wei-Lun Lo ; Wei-Ching Yu ; De-Ling Wu ; Taiwan Chung Hsing University ; "Soil and Water Conservation Bureau Council of Agriculture"
- 年：2015
- 作者机构：臺灣中興大學;臺灣「行政院農業委員會水土保持局」;
- 论文关键词：崩塌地 ; 監測系統 ; 通報機制
- 英文论文关键词：landslides ; monitoring system ; notification regulations
- 会议召开时间：2015-09-01
- 会议录名称：2015海峡两岸水土保持学术研讨会论文集（上）
- 英文会议录名称：Proceedings of Cross-strait Symposium on Soil and Water Conservation 2015
- 语种：中文
- 分类号：S157
- 学会代码：OGSJ
- 会议名称：2015海峡两岸水土保持学术研讨会
- 会议地点：中国山西太原
- 主办单位：中国水土保持学会、台湾中华水土保持学会
- 学会名称：中国水土保持学会
- 页数：13
- 文件大小：11325k
- 原文格式：O
- 会议级别：全国
摘要
西元2009年莫拉克颱風帶來超大豪雨,造成高雄市六龜區藤枝林道3.5 k下方邊坡嚴重災害,歷經水土保持局坡地治理工程,西元2013年已整治完成,預防未來豪大雨或颱風來襲時可能造成土砂災害與現地工程破壞,本計畫持續蒐集坡地變化及結構安全等相關監測資料,進行後續安全性評估;為完備大型崩塌監測技術與監測設備之運作,於921大地震在南投縣國姓鄉九份二山造成的大型崩塌地,更換五處監測站之舊有監測設備,並新增兩處TDR持續了解地層變化,資料自動接收並與藤枝林道3.5k伺服器統一管理,以進行多元化崩塌監測之研究與現地安全監控。
Typhoon Morakot hit Taiwan during 8th to 9th of August 2009 and caused landslides in many places.Downslope of Tengzhi Forest Road 3.5k was one of the landslide site.Soil and Water Conservation Bureau Council had worked on the project of Landslide remediation works and safety monitoring for years and be completed in 2013 and a long-term observation system were established and maintenance.Chi-chi earthquake in 1999 caused Jiufengershan large scale landslided and formed a dam near the village of Nankang of Guoshing Township in Nantou County.By adding different types of monitoring instruments and equipments,landslide and the lake are monitored,to study the diversification of monitoring and for local security purpose.According to data analysis forTengzhi Forest Road 3.5k landslide monitoring station,groundwater levels,ground surface inclined,surface displacement and TDR monitoring,the slope showed no displacement at all.From Typhoon morakot and up to now,after the completion of the reconstruction project management,the region also experienced a few times of more than 250 mm of rainfall,the monitoring results showed that there is no sliding surface detected.The slope maintained at a stable state slope remediation works executed by the Soil and Water Conservation Bureau have been completed and had great effect of slope stability.Jiufengershan landslides has long focused of the monitor area,and continuous observation of groundwater levels,the lake water levels,surface displacement and stratigraphic dislocations,the TDR N2 happened formation of stratigraphic dislocation in 2013,two more TDR(N2-1&N3) monitoring were added to continue observation of stratigraphic dislocation in 2014,according to data analysis for TDR monitoring station.This area still continued sliding.
Typhoon Morakot hit Taiwan during 8th to 9th of August 2009 and caused landslides in many places.Downslope of Tengzhi Forest Road 3.5k was one of the landslide site.Soil and Water Conservation Bureau Council had worked on the project of Landslide remediation works and safety monitoring for years and be completed in 2013 and a long-term observation system were established and maintenance.Chi-chi earthquake in 1999 caused Jiufengershan large scale landslided and formed a dam near the village of Nankang of Guoshing Township in Nantou County.By adding different types of monitoring instruments and equipments,landslide and the lake are monitored,to study the diversification of monitoring and for local security purpose.According to data analysis forTengzhi Forest Road 3.5k landslide monitoring station,groundwater levels,ground surface inclined,surface displacement and TDR monitoring,the slope showed no displacement at all.From Typhoon morakot and up to now,after the completion of the reconstruction project management,the region also experienced a few times of more than 250 mm of rainfall,the monitoring results showed that there is no sliding surface detected.The slope maintained at a stable state slope remediation works executed by the Soil and Water Conservation Bureau have been completed and had great effect of slope stability.Jiufengershan landslides has long focused of the monitor area,and continuous observation of groundwater levels,the lake water levels,surface displacement and stratigraphic dislocations,the TDR N2 happened formation of stratigraphic dislocation in 2013,two more TDR(N2-1&N3) monitoring were added to continue observation of stratigraphic dislocation in 2014,according to data analysis for TDR monitoring station.This area still continued sliding.
引文
[1]JavierHervas(2003)Lessons Learnt from Landslide Disasters in Europe.
[2]H.N.Wong&K.K.S.Ho(2006)LANDSLIDE RISK MANAGEMENT AND SLOPE ENGINEERING IN HONG KONG.
[3]林育樞(2010),「應用時域反射技術於同軸電纜波形數值量化之研究」,中興大學土木工程學系碩士論文。(Lin,Y.S(2010).Application of Time Domain Reflectometry to Quantify Values of TDR Coaxial Cable Waveform,Master thesis,National Chung Hsing University,Taiwan,ROC.(in Chinese))
[4]楊清良(2004),「運用時域反射技術與傾斜觀測管在量測地層變形之適用性研究」,中興大學土木工程學系碩士論文(Yang,Q.L(2004).Feasibilities Study on TDR Method and Inclinometer in Measuring Stratum Deformation,Master thesis,National Chung Hsing University,Taiwan,ROC.(in Chinese))
[5]廖建鑫(2002),「梨山地區地層滑動面之觀測與判定(使用時域反射技術)」,中興大學土木工程學系碩士論文。(Liao,J.X.(2002).Monitoring System and Judgment applied to Lisan Landslide Using Time Domain Reflectometry,Master thesis,National Chung Hsing University,Taiwan,ROC.(in Chinese))
[6]蘇苗彬、徐登文、壽克堅(2003),「梨山地區地層滑動整治計畫圖表與解說彙編」,臺灣「行政院農業委員會水土保持局」。(Su,M.-B,Hsu,T.W.andShou,K.J.(2003).Li-Shan:a pictorial guide of remediation plans for Li-Shan landslides,Soil and Water Conservation Bureau,Council of Agriculture,Executive Yuan.(in Chinese))
[7]Aimone-Martin.C.T.,Oravecz,K.I.,and Nytra,T.K.(1994),"TDR calibration for quantifying Rock Mass Deformation at WIPP Site,Casbad,New Mexico",Proceedinds of the symposium on Time Domain Reflectometry in Environmental,Infrastructure,and Mining Applications,Evanston.Illinois.U.S.Bureau of Mines.,Special Publication SP 19-94,pp.507~517.
[8]Chowdhury,R.N.(1978),Slope Analysis,Elsevier Scientific Publishing Company.
[9]Dowding,C.H.,M.B.Su and K.M.O'Connor,"Measurement of Rock Mass Deformation with Grouted Coaxial Antenna Cables,"Int.J.Rock Mech.and Rock.Eng.,Vol.22,pp.1-23(1989).
[10]Su,M.-B.,"Fracture Monitoring within Concrete Structure by Time Domain Reflectometry,"Engineering Fracture Mechanics.,Vol.35,No.1/2/3,pp.313-320(1990).
[11]Dowding,C.H.,M.B.Su and K.M.O'Connor,"Principles of Time Domain Reflectometry Applied to Measurement of Rock Mass Deformation,"Int.J.Rock Mech.and Min.Sci.,Vol.25,No.5,pp.287-297(1988).
[12]Su,M.-B.;Chen,Y.-J,"Multiple Reflection of Metallic Time Domain Reflectometry,"Experimental Techniques.,Vol.22,No.1,pp.26-29(1998).
[2]H.N.Wong&K.K.S.Ho(2006)LANDSLIDE RISK MANAGEMENT AND SLOPE ENGINEERING IN HONG KONG.
[3]林育樞(2010),「應用時域反射技術於同軸電纜波形數值量化之研究」,中興大學土木工程學系碩士論文。(Lin,Y.S(2010).Application of Time Domain Reflectometry to Quantify Values of TDR Coaxial Cable Waveform,Master thesis,National Chung Hsing University,Taiwan,ROC.(in Chinese))
[4]楊清良(2004),「運用時域反射技術與傾斜觀測管在量測地層變形之適用性研究」,中興大學土木工程學系碩士論文(Yang,Q.L(2004).Feasibilities Study on TDR Method and Inclinometer in Measuring Stratum Deformation,Master thesis,National Chung Hsing University,Taiwan,ROC.(in Chinese))
[5]廖建鑫(2002),「梨山地區地層滑動面之觀測與判定(使用時域反射技術)」,中興大學土木工程學系碩士論文。(Liao,J.X.(2002).Monitoring System and Judgment applied to Lisan Landslide Using Time Domain Reflectometry,Master thesis,National Chung Hsing University,Taiwan,ROC.(in Chinese))
[6]蘇苗彬、徐登文、壽克堅(2003),「梨山地區地層滑動整治計畫圖表與解說彙編」,臺灣「行政院農業委員會水土保持局」。(Su,M.-B,Hsu,T.W.andShou,K.J.(2003).Li-Shan:a pictorial guide of remediation plans for Li-Shan landslides,Soil and Water Conservation Bureau,Council of Agriculture,Executive Yuan.(in Chinese))
[7]Aimone-Martin.C.T.,Oravecz,K.I.,and Nytra,T.K.(1994),"TDR calibration for quantifying Rock Mass Deformation at WIPP Site,Casbad,New Mexico",Proceedinds of the symposium on Time Domain Reflectometry in Environmental,Infrastructure,and Mining Applications,Evanston.Illinois.U.S.Bureau of Mines.,Special Publication SP 19-94,pp.507~517.
[8]Chowdhury,R.N.(1978),Slope Analysis,Elsevier Scientific Publishing Company.
[9]Dowding,C.H.,M.B.Su and K.M.O'Connor,"Measurement of Rock Mass Deformation with Grouted Coaxial Antenna Cables,"Int.J.Rock Mech.and Rock.Eng.,Vol.22,pp.1-23(1989).
[10]Su,M.-B.,"Fracture Monitoring within Concrete Structure by Time Domain Reflectometry,"Engineering Fracture Mechanics.,Vol.35,No.1/2/3,pp.313-320(1990).
[11]Dowding,C.H.,M.B.Su and K.M.O'Connor,"Principles of Time Domain Reflectometry Applied to Measurement of Rock Mass Deformation,"Int.J.Rock Mech.and Min.Sci.,Vol.25,No.5,pp.287-297(1988).
[12]Su,M.-B.;Chen,Y.-J,"Multiple Reflection of Metallic Time Domain Reflectometry,"Experimental Techniques.,Vol.22,No.1,pp.26-29(1998).