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Vol.54, No.1, PP.1-88
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1
A Preliminary Study on Rainfall Infiltration Leading to Rock Slope Failure and Pore Pressure Variation through Physical Models Simulated using 3DEC
54(1):1-15
Chih-Ying Yao Yu-Sen Lai Chia-Ming Lo*
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2
Rainfall Threshold and Signal Interpretation for Gravelly Debris Flows
54(1):16-26
Hsien-Ter Chou[1*] Yi-Syu Ciou[1] Chia-Min Hsu[1] Chih-Hsuan Huang[1] Ching-Jen Lin[2] Ben-Huan Guo[2]
* Corresponding Author. E-mail : htchou@cc.ncu.edu.tw
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3
Theoretical and Experimental Analyses of Flow Instability in High Gradient Channels
54(1):27-37
Hsun-Chuan Chan[1] Po-Wei Lin[1] * Tung-Yuan Hsieh[1] Yi-Ting Chung[2] Yi-Da Chien[2]
* Corresponding Author. E-mail : d107042002@mail.nchu.edu.tw
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4
Morphological Evolution Mechanism of Gravel-bed Braided River through Numerical Simulation of Da-jia River
54(1):48-59
Shih-Yen Hsu[1] Shaohua Marko Hsu[2]*
* Corresponding Author. E-mail : shhua@fcu.edu.tw
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5
Evaluation of the Technical Feasibility of the Soil and Water Conservation Practices in Weregen Watershed, Tarmaber District, Ethiopia
54(1):80-89
Kebede Bekele[1*] Tesfaye Mebrate[2]
* Corresponding Author. E-mail : kebedebekele19@gmail.com
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6
Soil Depth Estimation and the Influence of Soil Depth and Vegetation Cover on Slope Stability in the Liukuei Experimental Forest
54(1):60-69
Shiang-Yue Lu[1] Shao-Wei Wu[2] Ming-Yuan Sun[3]*
* Corresponding Author. E-mail : smy@tfri.gov.tw
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7
Vulnerability Assessment of Buildings and Residents for the Catastrophic Debris Flow in Nansalu Village during Typhoon Morakot
54(1):70-79
Hsien-Ter Chou1* Ting-Chi Tsao2 Chih-Hao Hsu2 Ching-Fang Lee2 Chien-Hao Huang1
* Corresponding Author. E-mail : htchou@cc.ncu.edu.tw
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Vulnerability Assessment of Buildings and Residents for the Catastrophic Debris Flow in Nansalu Village during Typhoon Morakot
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Hsien-Ter Chou1* Ting-Chi Tsao2 Chih-Hao Hsu2 Ching-Fang Lee2 Chien-Hao Huang1

Abstract
A catastrophic debris flow occurred in Nansalu Village during Typhoon Morakot on August 9, 2009.After the event, we conducted field investigations and interviews with local residents to explore the magnitude and the process of the debris flow. We propose equations to obtain both the peak velocity and the deposition volume of the debris flow. The outdoor deposition depths of destroyed buildings exceeded 2.5 m, and the ratio between the indoor and outdoor deposition depths for damaged buildings was approximately 0.73. The impact of boulders and large woody debris accompanying the snout should be considered in vulnerability assessments of buildings. When the deposition depth exceeds 1.5 m, fatalities increase both indoor and outdoor for residents. Both older adult women and infants are at higher risk when debris flows occur. Strategies to reduce the vulnerability of buildings and residents are also proposed
in this study.
Key Words: slopeland disaster, debris flow, vulnerability, deposition depth
〔1〕Department of Civil Engineering, National Central University, Jhongli, Taiwan, R.O.C.
〔2〕Disaster Prevention Technology Research Center, Sinotech Engineering Consultants, Inc., Taipei 114, Taiwan, R.O.C.
* Corresponding Author. E-mail : htchou@cc.ncu.edu.tw
Received: 2022/04/25
Revised: 2022/05/24
Accepted: 2022/07/12
8
Spatiotemporal Characteristics of Landslide Evolution in the Tsengwen Reservoir Watershed from the Assessment of Landslide Activity Through Spatiotemporal Hotspot Analysis
54(1):38-47
Yu-Ci Chen Chun-Hung Wu*
* Corresponding Author. E-mail : chhuwu@fcu.edu.tw
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