题名

整合崩塌-土石流災害潛勢評估模式之建立-以新北市汐止區為例

并列篇名

Establishing the Integrated Model of Landslide and Debris Flow in Xizhi District, New Taipei City

DOI

10.3966/101632122015030091008

作者

沈哲緯(Che-Wei Shen);何明錦(Ming-Chin Ho);辜炳寰(Bing-Huan Ku);冀樹勇(Shue-Yeong Chi);陳致向(Chih-Hsiang Chen)

关键词

整合崩塌-土石流災害潛勢評估模式 ; 極端降雨 ; 災害衝擊 ; 調適策略 ; Integrated Model of Landslide and Debris Flow (ILDF) ; Extreme Rainfall ; Hazard Impact ; Adaptation Strategy

期刊名称

建築學報

卷期/出版年月

91期(2015 / 03 / 01)

页次

141 - 166

内容语文

繁體中文

中文摘要

本研究旨於研提整合崩塌-土石流災害潛勢評估模式,據此探討極端降雨對山坡地社區之衝擊。研究區域以新北市汐止區為例,以二元迴歸模式(logistic regression)建立廣域崩塌潛勢評估模式,輔以土壤厚度經驗式推估崩塌體積,將崩塌體積視為土石流發生重要因子,結合Hunt's模式模擬土石流動境況,建立「整合崩塌-土石流災害潛勢評估模式」,考量汐止區極端水文事件納莉颱風及現行水利署公開之氣候變遷A1B情境雨量,分別探討各種極端降雨情境對山坡地衝擊程度,提供主管機關進行詳細調查、監測管理及災害調適策略研擬參考,期防患於未然,減少災害發生之損失。

英文摘要

Integrated Model of Landslide and Debris Flow (ILDF) was proposed to explore the impact of hillside residential communities under extreme rainfall scenarios in this study. Taking the Xizhi District of New Taipei City as an example, the study would establish (1) an assessment model for landslide susceptibility by logistic regression; (2) an estimation of landslide volume with soil depth empirical formula; (3) integration of landslide volume and debris flow to develop the ILDF. The impact of hillside under different extreme rainfall scenarios, such as Typhoon Nari and the rainfall prediction model of climate change (A1B scenario of Water Resources Agency) were discussed. The results of this study could serve as a reference to central and local governments for field investigation, monitoring and adaptation planning.

主题分类 工程學 > 土木與建築工程
参考文献
  1. Beven, K. J.,Kirkby, M. J.(1979).A physically based, variable contributing area model of basin hydrology.Hydrological Sciences Bulletin,24,43-69.
  2. Carrara, A.(1988).Landslide hazard mapping by statistical methods: A "black box" approach.Consiglio Nazionale delle Ricerche, Perugia,Perugia, Italy:
  3. Carrara, A.(1983).Multivariate models for landslide hazard evaluation.Mathmatical Geology,15(3),403-427.
  4. Carrara, A.,Cardinali, M.,Detti, R.,Guzzetti, F.(1992).Uncertainty in assessing landslide hazard and risk.ITC Journal,2,172-183.
  5. Carrara, A.,Cardinali, M.,Detti, R.,Guzzetti, F.,Pasqui, V.,Reichenbach, P.(1991).GIS techniques and statistical models in evaluation landslide hazard.Earth Surface Processes and Landforms,16,427-445.
  6. Carrara, A.,Cardinali, M.,Detti, R.,Guzzetti, F.,Pasqui, V.,Reichenbach, P.(1990).Geographical information systems and multivariate models in landslide hazard evaluation.Proceeding of ALPS 90 Alpine Landslide Practial Seminar, Sixth International Conference and Field Workshop on Landslides,Milan, IT:
  7. Carrara, A.,Guzzetti, F.,Cardinali, M.,Reichenbach, P.(1999).Use of GIS technology in the prediction and monitoring of landslide hazard.Natural Hazards,20,117-135.
  8. Chang, K.,Chiang, S.(2009).An integrated model for predicting rainfall-induced landslides.Geomorphology,105(3),366-373.
  9. Chang, K.,Chiang, S.,Hsu, M.(2007).Modeling typhoon- and earthquake-induced landslides in a mountainous watershed using logistic regression.Geomorphology,89(3),335-347.
  10. Chen, C. Y.,Yu, F. C.(2011).Morphometric analysis of debris flows and their source areas using GIS.Geomorphology,129(3-4),387-397.
  11. Chiang, S. H.,Chang, K. T.,Mondini, A. C.,Tsai, B. W.,Chen, C. Y.(2012).Simulation of event-based landslides and debris flows at watershed level.Geomorphology,138(1),306-318.
  12. De Blasio, F. V.,Breien, H.,Elverhøi, A.(2010).Modelling a cohesive -frictional debris flow: An experimental, theoretical, and field-based study.Earth Surface Processes and Landforms,36,753-766.
  13. Gao, J.,Lo, C. P.(1991).GIS Modeling of influence of topography and morphology on landslide occurrence in Nelson County, Virginia.Proceedings of GIS/LIS '91,MD, USA:
  14. Griswold, J. P.,Iverson, R. M.(2008).U.S. Geological Survey Scientific Investigations Report 2007-5276U.S. Geological Survey Scientific Investigations Report 2007-5276,U.S.:U.S. Geological Survey.
  15. Guthrie, R. H.,Hockin, A.,Colquhoun, L.,Nagy, T.,Evans, S. G.,Ayles, C.(2010).An examination of controls on debris flow mobility: Evidence from coastal British Columbia.Geomorphology,114(4),601-613.
  16. Guzzetti, F.,Ardizzone, F.,Cardinali, M.,Rossi, M.,Valigi, D.(2009).Landslide volumes and landslide mobilization rates in Umbria, central Italy.Earth and Planetary Science Letters,279,222-229.
  17. Guzzetti, F.,Carrara, A.,Cardinali, M.,Reichenbach, P.(1999).Landslide hazard evaluation: A review of current techniques and their application in a multi-scale study, Central Italy.Geomorphology,31(1-4),181-216.
  18. Guzzetti, F.,Reichenbach, P.,Cardinali, M.,Galli, M.,Ardizzone, F.(2005).Probabilistic landslide hazard assessment at the basin scale.Geomorphology,72(1-4),272-299.
  19. Hearn, G. J.(1995).Landslide and erosion hazard mapping at Ok Tedi Cooper Mine.The Quarterly Journal of Engineering Geology,28,47-60.
  20. Hunt, B.(1994).Newtonian fluid mechanics treatment of debris flow and avalanches.Journal of Hydraulic Engineering-ASCE,120,1350-1363.
  21. Iovine, G.,D'Ambrosio, D.,Gergorio, S.(2005).Applying genetic algorithms for calibrating a hexagonal cellular automatamodel for the simulation of debris flows characterised by strong inertial effects.Geomorphology,66(1-4),287-303.
  22. IPCC(2013).The IPCC Fifth Assessment Report (WGI AR5)The IPCC Fifth Assessment Report (WGI AR5),Stockholm, Sweden:IPCC.
  23. Jackson, J. A.(1997).Glossary of Geology.VA, USA:American Geological Institute.
  24. Kappes, M. S.,Malet, J. P.,Remaître, A.,Horton, P.,Jaboyedoff, M.,Bell, R.(2011).Assessment of debris-flow susceptibility at medium-scale in the Barcelonnette Basin, France.Natural Hazards and Earth System Sciences,11,627-641.
  25. Koukis, G.,Ziourkas, C.(1991).Slope instability phenomena in Greece: A statistical analysis.Bulletin of the International Association of Engineering Geology,43,47-60.
  26. Lee, S.,Min, K.(2001).Statistical analysis of landslide susceptibility at Yongin, Korea.Environmental Geology,40,1095-1113.
  27. Lin, C.,Hsu, H.,Sheng, Y.,Kuo, C.,Liou, Y.(2010).Mesoscale processes for super heavy rainfall of Typhoon Morakot (2009) Over southern Taiwan.Atmospheric Chemistry and Physics Discussions,10,13495-13517.
  28. Menard, S.(2002).Applied Logistic Regression Analysis.CA, USA:Sage.
  29. Pirulli, M.(2010).On the use of the calibration-based approach for debris-flow forward analyses.Natural Hazards and Earth System Sciences,10,1009-1019.
  30. Takahashi, T.,Nakagawa, H.,Harada, T.,Yamashiki, Y.(1992).Routing debris flows with particle segregation.Journal of Hydraulic Engineering,118(11),1490-1507.
  31. Tarboton, D. G.(1997).A new method for the determination of flow directions and upslope areas in grid digital elevation models.Water Resource Research,33(2),309-319.
  32. Wang, C.,Esaki, T.,Xie, M.,Qiu, C.(2006).Landslide and debris-flow hazard analysis and prediction using GIS in Minamata-Hougawachi area, Japan.Environmental Geology,51,91-102.
  33. Wilson, J. P.,Gallant, J. C.(2000).Terrain Analysis: Principles and Applications.NY, USA:John Wiley & Sons.
  34. Wu, Y. H.,Liu K. F.,Chen, Y. C.(2013).Comparison between FLO-2D and Debris-2D on the Application of Assessment of Granular Debris Flow Hazards with Case Study.Journal of Mountain Science,10(2),293-304.
  35. Xie, M.,Esaki, T.,Zhou, G.(2004).GIS-based probabilistic mapping of landslide hazard using a three-dimensional deterministic model.Natural Hazards,33,265-282.
  36. Yin, K. L.,Yan, T. Z.(1988).Statistical prediction models for slope instability of metamorphosed rocks.Proceedings of the 5th International Symposium on Landslides,Lausanne, Switzerland:
  37. 內政部建築研究所(2013)。內政部建築研究所研究報告內政部建築研究所研究報告,新北市=New Taipei City:內政部建築研究所=Architecture and Building Research Institute, Ministry of the Interior。
  38. 行政院農委會水土保持局(2010)。行政院農委會水土保持局委託研究成果報告行政院農委會水土保持局委託研究成果報告,南投縣=Nantou County:行政院農委會水土保持局=Soil and Water Conservation Bureau, Council of Agriculture, Executive Yuan。
  39. 行政院農委會林務局(2013)。行政院農委會林務局委託研究成果報告行政院農委會林務局委託研究成果報告,台北市=Taipei:行政院農委會林務局=Forestry Bureau, Council of Agriculture, Executive Yuan。
  40. 財團法人中興工程顧問社(2011)。經濟部中央地質調查所委託成果報告經濟部中央地質調查所委託成果報告,新北市=New Taipei City:經濟部中央地質調查所=Central Geological Survey, MOEA。
  41. 財團法人中興工程顧問社(2013)。台北市工務局大地工程處專業服務委託研究案台北市工務局大地工程處專業服務委託研究案,台北市=Taipei:台北市政府工務局=Public Works Department, Taipei City Government。
  42. 經濟部中央地質調查所(2010)。經濟部中央地質調查所委託研究計畫成果報告經濟部中央地質調查所委託研究計畫成果報告,新北市=New Taipei City:經濟部中央地質調查所=Central Geological Survey, MOEA。
  43. 經濟部中央地質調查所(2009)。經濟部中央地質調查所委託研究計畫成果報告經濟部中央地質調查所委託研究計畫成果報告,新北市=New Taipei City:經濟部中央地質調查所=Central Geological Survey, MOEA。
  44. 經濟部中央地質調查所(2008)。經濟部中央地質調查所委託研究計畫成果報告經濟部中央地質調查所委託研究計畫成果報告,新北市=New Taipei City:經濟部中央地質調查所=Central Geological Survey, MOEA。
  45. 經濟部中央地質調查所(2006)。都會區及周緣坡地環境地質資料庫圖集說明書。新北市=New Taipei City:經濟部中央地質調查所=Central Geological Survey, MOEA。
  46. 經濟部中央地質調查所(2007)。經濟部中央地質調查所委託研究計畫成果報告經濟部中央地質調查所委託研究計畫成果報告,新北市=New Taipei City:經濟部中央地質調查所=Central Geological Survey, MOEA。
  47. 經濟部水利署水利規劃試驗所(2013)。水利署水利規劃試驗所委託研究成果報告水利署水利規劃試驗所委託研究成果報告,台中市=Taichung:經濟部水利署水利規劃試驗所=Water Resources Planning Institute, Water Resources Agency, MOEA。
  48. 經濟部水利署水利規劃試驗所(2012)。水利署水利規劃試驗所委託研究成果報告水利署水利規劃試驗所委託研究成果報告,台中市=Taichung:經濟部水利署水利規劃試驗所=Water Resources Planning Institute, Water Resources Agency, MOEA。
  49. 劉進金、翁勳政、黃金鴻、楊明宗(2001)。豪雨型崩塌地之遙測影像分析。二十一世紀土木工程技術與管理研討會論文集,新竹縣=Hsinchu County:
被引用次数
  1. 冀樹勇、蔡綽芳、沈哲緯、何明錦(2017)。新北市汐止區山坡地社區坡地災害衝擊評估之研究。建築學報,99(S),87-99。