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language
eng
Author
Tanaka Tomohiro Graduate School of Global Environmental Studies, Kyoto University, C1-1, Kyotodaigaku-katsura, Nishikyoku, Kyoto 606-8501, Japan
Siev Sokly Department of Civil and Environmental Engineering, Tokyo Institute of Technology, 2-12-1-M1-4, Ookayama, Meguro-ku, Tokyo 152-8552, Japan / Department of Chemical Engineering and Food Technology, Institute of Technology of Cambodia, Cambodia, P.O. Box 86, Phnom Penh 12156, Cambodia
Fujii Hideto Faculty of Agriculture, Yamagata University, 1-23, Wakaba-machi, Tsuruoka, Yamagata 997-8555, Japan
Fujihara Yoichi Faculty of Bioresources and Environmental Sciences, Ishikawa Prefectural University, 308, Suematsu 1, Nonoichi, Ishikawa 921-8836, Japan
Hoshikawa Keisuke Faculty of Engineering, Toyama Prefectural University, 5180, Kurokawa, Imizu-shi, Toyama 939-0398, Japan
Ly Sarann Faculty of Hydrology and Water Resources Engineering, Institute of Technology of Cambodia, Russian Confederation Blvd, Phnom Penh 12156, Cambodia
Yoshimura Chihiro Department of Civil and Environmental Engineering, Tokyo Institute of Technology, 2-12-1-M1-4, Ookayama, Meguro-ku, Tokyo 152-8552, Japan
Subject
integrated hydrological-hydraulic model; local inertial equation; floodplain; finite difference scheme; Tonle Sap Lake
Journal Title
WATER
Volume
10
Issue
9
ISSN(Online)
2073-4441
Published Date
2018-09
DOI
Publisher
MDPI
NII Type
Journal Article
OAI-PMH Set
Faculty of Life and Environmental Science
Remark
This research was funded by SATREPS project Establishment of Environmental Conservation Platform of Tonle Sap Lake.
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