TEL:886-2-2367-8532
FAX:886-2-2368-6732

Full-text available
   < Previous vol/No | Next vol/No >
Vol.44, No.1,
Content:   PDF( 0MB )

Editorial Scope and Editorial Board:  PDF( 0MB )

1
Three-dimensional Numerical Modeling of Rockfalls using High Resolution DTM
44(1):1-10
Cheng-Yu Ku*
* Corresponding Author. E-mail : chkst26@mail.ntou.edu.tw
Show preview   |   PDF( 6MB )   |  
2
Hydraulic Analysis of Water Flow Passing over Vegetated Areas with Finite Thick Soil Layers under Uniform Rainfall
44(1):11-22
Siou-Yi Hu Ping-Cheng Hsieh*
* Corresponding Author. E-mail : ida364@gmail.com
Show preview   |   PDF( 2.02MB )   |  
3
Using UAV and VBS-RTK for Rapid Reconstruction of Environmental 3D Elevation Data of the Typhoon Morakot Disaster Area and Disaster Scale Assessment
44(1):23-33
Chien-Ting Wu[1]* Cheng-Yang Hsiao[2] Pao-Shan Hsieh[2]
* Corresponding Author. E-mail : Kenwu@uch.edu.tw
Show preview   |   PDF( 2.48MB )   |  
4
Characteristic Analysis of Landslide Scale and Location Induced by Heavy Rainfall in Taiwan
44(1):34--49
Su-Chin Chen[1] Ching-Ling Kuo[1] Chun-Hung Wu[2]*
* Corresponding Author. E-mail : chwu@mail.nchu.edu.tw
Show preview   |   PDF( 3.03MB )   |  
5
Evaluation of Rainfall-Based Sediment Disaster Warning Systems: Case Studies in Taiwan and Japan
44(1):50-64
Chen-Yu Chen*
* Corresponding Author. E-mail : cychen59@gmail.com
Show preview   |   PDF( 3.21MB )   |  
6
Deterministic Approach for Estimating the Critical Rainfall Threshold of the Rainfall-induced Nan-Shi-Keng Landslide
44(1):66-77
Ming-Chien Chung[1]* Chih-Hao Tan[1] Mien-Min Chen[2] Tai-Wei Su[2]
* Corresponding Author. E-mail : mcchung@sinotech.org.tw
Show preview   |   PDF( 5.56MB )   |  
7
The Study of Iterative Entropy-based Classification By Remote Sensing Data: A Case Study of Wan Da Reservoir
44(1):78-86
Shiuan Wan[1]* Tsu-Chiang Lei [2] Wen-Yi Wang[3]
* Corresponding Author. E-mail : shiuan123@mail.ltu.edu.tw
Show preview   |   PDF( 1.23MB )   |  
8
Estimation of Rainfall Threshold for Regional Shallow Landslides in a Watershed
44(1):87-96
Yi-Hsun Chen[1]* Chih-Hao Tan[2] Mien-Min Chen[3] Tai-Wei Su[4]
* Corresponding Author. E-mail : yhchen@sinotech.org.tw
Show preview   |   PDF( 2.54MB )   |  
Estimation of Rainfall Threshold for Regional Shallow Landslides in a Watershed
Close
Yi-Hsun Chen[1]* Chih-Hao Tan[2] Mien-Min Chen[3] Tai-Wei Su[4]

Abstract
This study applied the dynamic hydrologic model (TRIGRS), the steady-state critical rainfall value (Qcr), and the critical rainfall line (CL) to estimate the critical rainfall for regional shallow landslides. Using the rainfall-induced landslide case of the BangFu North Creek sub-watershed in the KaoPing River watershed during Typhoon Morakot in 2009 as an example, the three methods were compared to discuss their differences and adaptabilities. The analysis results of the dynamic model (TRIGRS) show that the rainfall threshold, defined as the cumulative rainfall at a 50% cumulative area ratio of the landslides in the study area, is around 328 mm. Furthermore, the results of steady-state modeling show that the critical rainfall values (Qcr) vary spatially from 50 to 400 mm/day. Finally, we attempt to plot the result of dynamic model analysis on a rainfall intensity- duration graph and obtain the landslide critical line for the study area. The slope of the critical line is similar to other data from abroad but the rainfall intensity at the landslide occurrence for the study area is much higher than the experience abroad. The preliminary results could be regarded as a good reference for authorities responsible for prevention and mitigation of landslide disasters.
〔1〕Geotechnical Engineering Research Center, Sinotech Engineering Consultants, Inc., Taipei, Taiwan.
〔2〕Envir. and Eng. Geology Division, Central Geological Survey, MOEA, Taipei, Taiwan.
* Corresponding Author. E-mail : yhchen@sinotech.org.tw
Received: 2012/05/18
Revised: 2012/07/02
Accepted: 2012/07/23
   Copyright © 2011 Chinese Soil And Water Conservation Society   MAP    
Address:2FL, No.8, Lane 113, Xiamen St., Zhongzheng Dist., Taipei City 100, Taiwan (R.O.C.)