1 | | Landslide Hazard Evaluated by a Landslide Susceptibility Map - A Case Study of Chenyulan River Basin |
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2 | | Incipient Motion Theoretical Model of Single Large Woody Debris |
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3 | | The Framework and Application of River Morphology Five Level Classification |
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4 | | Evaluation of the Shear Strength Increment of Trema orientalis Soil/Root System due to Roots |
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5 | | Assessment of the Strength Properties of Gravel For- Mations by Field Investigation |
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6 | | Infiltration Behavior of Gravel-Rich Soil 43(1):65-74Chia-Chun Wu* Chen-Han Wang Yu-Ting Chan * Corresponding Author. E-mail : ccwu@mail.npust.edu.tw Show preview | PDF( 2.02MB ) | Infiltration Behavior of Gravel-Rich Soil | Close | Chia-Chun Wu* Chen-Han Wang Yu-Ting Chan | AbstractSingle-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
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7 | | Study on the Assessment of Regional Rainfall-Induced Landslide Hazards under Extreme Climate Conditions |
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8 | | Study on Drought Characteristics of Taiwan |
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