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Vol.43, No.1, PP.1-85
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1
Landslide Hazard Evaluated by a Landslide Susceptibility Map - A Case Study of Chenyulan River Basin
43(1):1-11
Ming-Der Yang* Yi-Da Huang Kai-Hsiang Huang Yi-Hsinag Chang
* Corresponding Author. E-mail : mdyang@dragon.nchu.edu.tw
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2
Incipient Motion Theoretical Model of Single Large Woody Debris
43(1):12-20
Su-Chin Chen Ci-Rong Wang Yi-Chin Chao*
* Corresponding Author. E-mail : d9542007@mail.nchu.edu.tw
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3
The Framework and Application of River Morphology Five Level Classification
43(1):21-40
Su-Chin Chen Shiuan-Pei An*
* Corresponding Author. E-mail : d9442003@mail.nchu.edu.tw
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4
Evaluation of the Shear Strength Increment of Trema orientalis Soil/Root System due to Roots
43(1):41-54
Shin-Hwei Lin[1] Han-Yan Hsu[1] Wen-Tsung Liu[2] Der-Guay Lin[1]*
* Corresponding Author. E-mail : dglin@dragon.nchu.edu.tw
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5
Assessment of the Strength Properties of Gravel For- Mations by Field Investigation
43(1):55-64
Kuang-Tsung Chang Min-Chieh Cheng* Shu-Chun Chen
* Corresponding Author. E-mail : book31242@yahoo.com.tw
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6
Infiltration Behavior of Gravel-Rich Soil
43(1):65-74
Chia-Chun Wu* Chen-Han Wang Yu-Ting Chan
* Corresponding Author. E-mail : ccwu@mail.npust.edu.tw
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Infiltration Behavior of Gravel-Rich Soil
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Chia-Chun Wu* Chen-Han Wang Yu-Ting Chan

Abstract
Single-ring infiltrometers were used to explore the infiltration behavior of gravel-rich soil. Spikes of infiltration rates were registered in the infiltration histogram, supporting the slit-snap-off and pore-snap-off conceptual model proposed by Tuller et al. The results of the in situ infiltration experiments also indicate saturated hydraulic conductivity is linearly related to volumetric
gravel content when gravel content exceeds 30%. To facilitate the estimation of saturated hydraulic conductivity on gravelly soil, a multiple regression equation considering volumetric gravel content,total porosity, and effective particle size D10. was obtained.
Key Words : Infiltration behavior, saturated hydraulic conductivity, gravel volumetric content, total porosity, effective particle size.
Department of Soil and Water Conseration, National Pingtung University of Science and Technology, Pingtung, Taiwan, R.O.C.
* Corresponding Author. E-mail : ccwu@mail.npust.edu.tw
Received: 2011/02/02
Revised: 2011/07/29
Accepted: 2011/08/31
7
Study on the Assessment of Regional Rainfall-Induced Landslide Hazards under Extreme Climate Conditions
43(1):75-84
Cheng-Yu Ku[1]* Chien-Jung Chen[2] I-Wen Chang[2] Shih-Meng Hsu[3] Nai-Chin Chen[3] Hui-Yu Wen[3]
* Corresponding Author. E-mail : chkst26@mail.ntou.edu.tw
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8
Study on Drought Characteristics of Taiwan
43(1):85-95
Lu-Hsien Chen[1]* Yu-Ting Hong[1] Ching-Tien Chen[2]
* Corresponding Author. E-mail : lhchen@tsu.edu.tw
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