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Vol.44, No.3, PP.265
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1
Integration and Application of a Fiber-Optic Sensing System for Monitoring Debris Flows
44(3):191-201
Ching-Jer Huang[1]* Chung-Ray Chu[1] Tsung-Mo Tien[2] Hsiao-Yuen Yin[3]
* Corresponding Author. E-mail : cjhuang@mail.ncku.edu.tw
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2
The Spatial Analysis of Betel Nut Plantation Hot Spots in the Upper Shui-Li Creek Watershed
44(3):202-214
Chun-Kuo Yeh[1] Yung-Chung Chuang[2] Shyue-Cherng Liaw[1]*
* Corresponding Author. E-mail : liaw@ntnu.edu.tw
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3
Establishment of the Watershed Image Classified Rule-Set and Feasibility Assessment of Its Application
44(3):215-224
Cheng-Han Lin Hsin-Kai Chuang Ming-Lang Lin*
* Corresponding Author. E-mail : mlin@ntu.edu.tw
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4
The Influence of Accumulated Precipitation on Debris Flow Hazard
44(3):225-233
Ko-Fei Liu[1]* Shih-Chao Wei [1] Pao-Cheng Li [2]
* Corresponding Author. E-mail : kfliu@ntu.edu.tw
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The Influence of Accumulated Precipitation on Debris Flow Hazard
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Ko-Fei Liu[1]* Shih-Chao Wei [1] Pao-Cheng Li [2]

Abstract
Debris flow warning system in Taiwan uses effective accumulated precipitation as the warning criteria. Little research has studied the affected area associated with different levels of accumulated precipitation. The Taipei DF024 potential debris flow torrent is used as an example to
study the relation between an affected area and accumulated precipitation. Three different amount of accumulated precipitation 300, 500 (official warning criteria) and 700 mm in 24 hours are chosen for comparison. Average rainfall intensity per hour is calculated from accumulated rainfall through the Monobe formula. Total water flow rate is estimated using the Rational formula and a discharge hydrograph.Maximum debris flow volume is determined by the equilibrium concentration formula. All sources of debris are distributed on landslide areas and river bed from field investigation. DEBRIS-2D is used to simulate debris flows. The results show that the hazard area is proportional to
precipitation, and the thickness of maximum debris flow accumulation is between 3 and 3.5 m for all three cases. The relation between accumulated precipitation and hazard area can provide officials with additional information related to resident evacuation.
Key Words : Accumulated precipitation、DEBRIS-2D、hazard area.
〔1〕Department of Civil Engineering, National Taiwan University, Taiwan.
〔2〕YABO Technical Consultants, Ltd.
* Corresponding Author. E-mail : kfliu@ntu.edu.tw
Received: 2013/02/02
Revised: 2013/02/27
Accepted: 2013/06/24
5
Velocity Analysis of a Flow Passing over a Vegetated Slope
44(3):234-244
Ching-Ya Tang Ping-Cheng Hsieh*
* Corresponding Author. E-mail : pchsieh@nchu.edu.tw
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6
The Application of Borehole Hydrogeological Investigation for Assessing Landslide Susceptibility
44(3):245-254
Jung-Jun Lin[1]* Po-Yi Chou[1] Shih-Meng Hsu[1] Yen-Tsu Lin[2] Min-Hsiang Chang[2] Chi-Chao Huang[2] Li-Yuan Fei [3]
* Corresponding Author. E-mail : jjlin@sinotech.org.tw
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7
Study of the River Bed Variation after the Baling Check-Dam Failure
44(3):255-264
Yu-Lin Kao[1] Wen-Hsiao Tseng[2]* Shih-Chieh Chou[3] Chjeng-Lun Shieh[1]
* Corresponding Author. E-mail : caseytseng26@gmail.com
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8
Water Volume and Salinity Forecasts of the Small Aral Sea for the Years 2025
44(3):265-270
Behzod Gaybullaev[1]* Su-Chin Chen[1] Yi-Ming Kuo[2]
* Corresponding Author. E-mail : bgaybullaev@yahoo.com
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