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

Full-text available
   < Previous vol/No | Next vol/No >
Vol.46, No.2, PP.71-123
Content:   PDF( 0.11MB )

Editorial Scope and Editorial Board:  PDF( 0.26MB )

1
The Flow Patterns and Geophone Characteristics of Debris Flows at Houyenshan, Miaoli, Taiwan
46(2):071-078
Hsien-Ter Chou[1]* Hing-Lin Yang[1] Ching-Fang Lee[2] Chih-Hsuan Huang[1]
* Corresponding Author. E-mail : htchou@cc.ncu.edu.tw
Show preview   |   PDF( 4.28MB )   |  
The Flow Patterns and Geophone Characteristics of Debris Flows at Houyenshan, Miaoli, Taiwan
Close
Hsien-Ter Chou[1]* Hing-Lin Yang[1] Ching-Fang Lee[2] Chih-Hsuan Huang[1]

Abstract
Debris flows running from mountainous gullies are often with destructive high velocities, large buried depth and great number of coarse particles and may cause serious slope disasters. By analyzing the geophone and acoustic signals, real-time CCD images and the rainfall data in the gully 1 catchment at Houyenshan, Miaoli, one
can classify the debris flow into two different flow patterns such as viscous debris flows and diluted debris flows based on their flow characteristics. This paper studies the rainfall-induced debris-flow event on May 22, 2013. The multi-temporal digital elevation model produced by airborne and terrestrial LiDAR was also adopted to map the location of wave surge and nature levees after debris flow events. Frequency distribution of surface runoff is higher than that of debris-flow events. The frequency spectrums of surface runoffs are 30 to 45Hz, while the frequency spectrum of debris flows are 10 to 32Hz. Through verifying both geophone and acoustic monitoring systems by the CCD images,it can be concluded that the signals of geophone sensors, by frequency spectrum analysis and judging signal duration and their amplitudes can be regarded as the basis of debris-flow warning system.
Key Words : Debris flow, Houyenshan, rainfall, natural levées, geophone signals.
〔1〕Department of Civil Engineering, National Central University, Jhongli, Taiwan.
〔2〕Disaster Prevention Technology Research Center, Sinotech Engineering Consultants, INC., Taipei, Taiwan.
* Corresponding Author. E-mail : htchou@cc.ncu.edu.tw
Received: 2015/01/15
Revised: 2015/04/07
Accepted: 2015/05/12
2
Landslide Stabilizing Pile Behavior Modeling under Seismic Loading
46(2):079-087
Chien-Yuan Chen* Jun-Wei Huang
* Corresponding Author. E-mail : chienyuc@mail.ncyu.edu.tw
Show preview   |   PDF( 3.15MB )   |  
3
Establishment of a 3D On-site Model of Landslide Dam Using UAV Images
46(2):088-095
Ming-Der Yang* Wei-Ting Chen Kai-Siang Huang
* Corresponding Author. E-mail : mdyang@nchu.edu.tw
Show preview   |   PDF( 3.33MB )   |  
4
A Study of the Numerical Simulation of Debris Flow Hazard Combined with Micro-Photography Interpretation
46(2):096-105
Ching-Fang Lee* Wei-Kai Huang Ting-Chi Tsao Yu-Lin Chang Shu-Yeong Chi
* Corresponding Author. E-mail : cflee@sinotech.org.tw
Show preview   |   PDF( 8.27MB )   |  
5
Hydro-Mechanical Properties of Sliding Zone Soil in Huangtupo Landslide, Three Gorges Reservoir Area
46(2):106-113
Jinge Wang[1] Hsin-Fu Yeh[2]* Qingbing Liu[1]
* Corresponding Author. E-mail : hfyeh@mail.ncku.edu.tw
Show preview   |   PDF( 8.13MB )   |  
6
Characterization of Recession Behavior in River Basins in Southern Taiwan using the Long-Term Low Flow of Statistical Streamflow Data
46(2):114-122
Yu-Ting Kao Hsin-Fu Yeh* Cheng-Haw Lee
* Corresponding Author. E-mail : hfyeh@mail.ncku.edu.tw
Show preview   |   PDF( 4.7MB )   |  
7
Establishing Hill Tribe Disaster Environmental Indicators and Application Security Assessment
46(2):123-132
Chih-Hsin Chang Yu-Ting Wang*
* Corresponding Author. E-mail : yuting@ncdr.nat.gov.tw
Show preview   |   PDF( 5.63MB )   |  
   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.)