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Vol.55, No.4, PP.163-204
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1
Preliminary Estimation of the Plausible Failure Surface and Endangered Area of High Uncertainty Large-scale Landslides
55(4):163-170
Hock-Kiet Wong [1]* Yih-Chin Tai [1] Zhe-Yu Li[2]
* Corresponding Author. E-mail : n88085010@gs.ncku.edu.tw
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2
Analysis and Simulation of Transient Seepage and Vibration Frequency in an Earth Dam
55(4):171-178
Zheng-Yi Feng[1*] Cheng-Yu Lee[2] Wei-Ting Wu[2] Kuan-Yi Hsu[2] Chun-Ya Wen[2]
* Corresponding Author. E-mail : tonyfeng@nchu.edu.tw
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3
Bathymetric Modeling of Agricultural Irrigation Ponds using an Unmanned Surface Vehicle with a Multi-Beam Echo Sounder
55(4):179-185
Chi-Ming Lee Chung-Yen Kuo* Hsin-Hao Tu Ting-Yu Liu
* Corresponding Author. E-mail : kuo70@mail.ncku.edu.tw
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Bathymetric Modeling of Agricultural Irrigation Ponds using an Unmanned Surface Vehicle with a Multi-Beam Echo Sounder
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Chi-Ming Lee Chung-Yen Kuo* Hsin-Hao Tu Ting-Yu Liu

Abstract
This study used an unmanned surface vehicle (USV) equipped with a multibeam echosounder that was integrated with a global navigation satellite system and an inertial measurement unit to conduct bathymetric surveys in
agricultural ponds. Point cloud data were collected to perform a quality assessment, including cross-check verification and analysis of total propagation uncertainty. The results complied with the requirements of the International Hydrographic Organization S-44 special-order standard. These results were independently verified against the as-built drawings to confirm reliability, ensuring that the USV could accurately perform measurements up to approximately 10 cm at the deepest points of ponds A and B. Finally, the point cloud data were used to generate underwater digital elevation models. The results are presented in a comprehensive table detailing the water storage capacity, water levels, and corresponding
storage area and volume curves for the two agricultural ponds. When the water levels in ponds A and B were 2.1 and 2.4 m, respectively (with the pond bottom at 0 m), the water storage volumes reached approximately 4500 and 2700 m³, respectively. These findings can provide crucial data for effective pond management and water resource policy development.
Key Words: USV, MBES, agricultural ponds, bathymetric survey, DEM
Department of Geomatics, National Cheng Kung University, Tainan, Taiwan, R.O.C.
* Corresponding Author. E-mail : kuo70@mail.ncku.edu.tw
Received: 2024/09/17
Revised: 2024/09/26
Accepted: 2024/10/01
4
Effects of Measuring Weir on Stream Water Quality: A Case Study of the Fushan Experimental Forest Watershed
55(4):186-194
Chen-Hui Peng [1] Chiu-Hsien Wang [2] Teng-Chiu Lin [3]*
* Corresponding Author. E-mail : tclin@ntnu.edu.tw
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5
The Influence of Roughness Height and Manning Roughness on Hydraulic Parameters in Open Channels
55(4):195-204
Askari-Zahra[1]* Samadi Boroujeni-Hossein[2] Fattahi-Rouhollah[2]
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