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Vol.44, No.4, PP.271-362
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Editorial Scope and Editorial Board:  PDF( 0.26MB )

1
Improvement of LiDAR Data Accuracy Using 12 Parameter Affine Transformation
44(4):293-301
Chien-Ting Wu[1]* Cheng-Yang Hsiao[2] Chun-Sung Chen[3]
* Corresponding Author. E-mail : Kenwu@uch.edu.tw
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2
The Influence of Macro-Sediment from Mountainous Areas on the River Morphology in the Heshe River
44(4):302-310
Su-Chin Chen[1] Pei-Yu Shin[1] Chun-Hung Wu[2]* Yi-Chiung Chao[1]
* Corresponding Author. E-mail : chhuwu@fcu.edu.tw
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3
Sediment Influence Associated with Extreme Events on the Channel Pattern in the Chenyoulan River
44(4):311-323
Su-Chin Chen[1] Pei-Yu Shin[1] Chun-Hung Wu[2]*
* Corresponding Author. E-mail : chhuwu@fcu.edu.tw
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4
A Study of Using Cluster Analysis to Improve Parameters Prediction of van Genuchten Model
44(4):324-334
Li-Ling Lin[1] Wei-Chu Chen[1]* Ke-Wei Lin[2] Shun-Ping Tsao[2]
* Corresponding Author. E-mail : willy19881212@hotmail.com
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5
Effects of Climate Change on the Potential of the Landslides in the Basin of Kaoping Stream
44(4):335-350
Jen-Chen Fan Chih-Hsiang Yang Shih-Chun Chang* Hsiao-Yu Huang Jia-Jun Guo
* Corresponding Author. E-mail : d95622009@ntu.edu.tw
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6
A Computational Model of Sediment Control for Soil and Water Conservation Engineering
44(4):351-362
Hui-Pain Lien I-Ta Tsai *
* Corresponding Author. E-mail : ittsai@fcu.edu.tw
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A Computational Model of Sediment Control for Soil and Water Conservation Engineering
Close
Hui-Pain Lien I-Ta Tsai *

Abstract
Sediment control is a quantifiable parameter for soil and water conservation engineering.Sabo Dam, for example, not only prevents stream bed erosion but also saves sediment. In this way, the dam can stabilize a fundamental part of the slope. Finally, it can also stabilize the overall slope. However, in the past, when calculating of sediment control, most engineers have only calculated sediment storage volume. The calculation of slope sediment yield reduction volume has been less common. Therefore, this study establishes a method for calculating the stability of slope effect for soil and water conservation engineering. We then calculate the sediment control of the Sabo Dam and bank revetment under three kinds of soil and water conservation engineering. In addition, this study also measured at the actual items to be calculated. Moreover, this work proposes a simple sediment
control calculation method according to the calculated results.
Key Words : Sediment control, Sabo Dam, stabilized slope, bank revetment.
Department of Water Resources Engineering, Feng-Chia University, Taichung, Taiwan.
* Corresponding Author. E-mail : ittsai@fcu.edu.tw
Received: 2013/03/11
Revised: 2013/04/22
Accepted: 2013/05/01
7
Channel Evolution Conceptual Model Associated with Dam Removal at Chijiawan Creek
44(4):271-281
Hsiao-Wen Wang* Wei-Cheng Kuo Chia-Hao Chang
* Corresponding Author. E-mail : whw82@mail.ncku.edu.tw
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8
Estimation on Behavior of Slopeland Disaster and Sediment Distribution and Variation using Digital Aerial Photogrammetry
44(4):282-292
Yu-Shu Lin* Hsueh-Cheng Ho Miau- Bin Su
* Corresponding Author. E-mail : yushu0523@gmail.com
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