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Vol.44, No.2, PP.97-190
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1
The Effects of the Cover Ratio of Erosion Control Geosynthetic Mesh on Soil Losses along Hillslopes
44(2):158-164
Shih-Hao Jien* Ming-Hsi Lee Wei-Hsin Chien Tzu-Yang Tai Chung-Chi Wang Chun-Ting Chen
* Corresponding Author. E-mail : shjien@mail.npust.edu.tw
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The Effects of the Cover Ratio of Erosion Control Geosynthetic Mesh on Soil Losses along Hillslopes
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Shih-Hao Jien* Ming-Hsi Lee Wei-Hsin Chien Tzu-Yang Tai Chung-Chi Wang Chun-Ting Chen

Abstract
This study aims to evaluate the effects of different cover ratios of erosion control geosynthetic mesh on the erosion potential along hillslopes. Simulated erosion tests were carried out under three slope gradients (36°, 46°and 61°) and two rainfall intensities (100 mm hr-1 and 150 mm hr-1). The C factors were also estimated for each mesh after determination of actual soil losses. The results indicated that the mesh with 99% cover ratio had very low soil loss ratios (0.01-0.08%) and low C values (0.007±0.008). The meshes with cover ratios of 83% and 77% had higher soil loss ratios ranging from 0.04% to 100% than the one with higher cover, and the estimated C values for these two meshes were 0.219±0.381 and 0.288±0.177, respectively. A significantly negative linear relation (C value = -0.0098 Vegetation Cover (%) + 1.0084) was found between vegetation cover ratio and soil loss in this study, which further indicates that vegetation cover ratio is a critical factor determining
soil loss along hillslopes.
Key Words : Cover ratio, erosion control geosynthetic mesh, hillslope, soil erosion.
Dept. of Soil and Water Conservation, National Pingtung University of Sci. and Tech., Pingtung 912, Taiwan.
* Corresponding Author. E-mail : shjien@mail.npust.edu.tw
Received: 2013/01/16
Revised: 2013/02/19
Accepted: 2013/03/08
2
The Factors of Evacuation Decisions for Local Governments and Inhabitants in Debris-Flow Potential Areas
44(2):165-178
Chen-Yu Chen*
* Corresponding Author. E-mail : cychen59@gmail.com
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3
Characteristic Analysis of Rainfall-induced Landslide Potential in Western Taiwan
44(2):179-189
Chien-Hsin Chen[1]* Yi-Hsun Chen[1] Chih-Hao Tan[1] Shu-Yeong Chi [1] Tai-Wei Su[2]
* Corresponding Author. E-mail : chchen@sinotech.org.tw
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4
Numerical Analysis of Slope Stability at the 115.9k Point of the Su-Hua Highway
44(2):97-104
Huang-Kuei Chu[1] Chia-Ming Lo[2]* Yu-Lin Chang[3]
* Corresponding Author. E-mail : cmlo@ctu.edu.tw
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5
3-D Mechanical Conversion Model for the Soil-Root System of the Predominant Plant in the Shi-Men Watershed
44(2):105-120
Der-Guay Lin Bei-Jian Chiou Sheng-Hsien Wang* Shin-Hwei Lin
* Corresponding Author. E-mail : twarvin@ems.chiayi.gov.tw
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6
Analysis of Environmental Factors and Landslide Susceptibility Prediction for the Watershed Landslides
44(2):121-130
Mu Jing[1] Chao-Yuan Lin[2]*
* Corresponding Author. E-mail : cylin@water.nchu.edu.tw
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7
Soil Water Index Applied as a Debris Flow Warning- Reference Based on a Tank Model
44(2):131-143
Su-Chin Chen[1] Chiao-Wen Tsai [1]* Chen-Yu Chen[2] Mei-Chen Chen[2]
* Corresponding Author. E-mail : d099042001@mail.nchu.edu.tw
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8
The Monitoring and Flow Dynamics of Gravelly Debris Flows
44(2):144-157
Hsien-Ter Chou[1] Ching-Fang Lee[2]* Chih-Hsuan Huang[3] Yu-Long Chang[1]
* Corresponding Author. E-mail : cflee@sinotech.org.tw
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