TECHNICAL PAPERS
Feb 14, 2003

Modeling of Flow Resistance in Mangrove Swamp at Mouth of Tidal Keelung River, Taiwan

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 129, Issue 2

Abstract

The effects of mangrove trees on the flow field in a tidal estuary during high freshwater discharge events are investigated using a depth-averaged two-dimensional hydrodynamic model. The model is refined to include the effects of mangrove trees on flow resistance. The resistance is described by a set of two empirical equations depending on water depth and vegetative parameters. The vegetative parameters are investigated and tested using on-site samples of Kandelia plants. The model is calibrated and verified with experimental data measured in a physical model. The agreement between the measured and computed water surface elevation is good. The model is then applied to the entire tidal Tanshui River system, which includes mangrove swamps near the mouth of the Keelung River. The flow patterns and resistance distributions are investigated for several scenarios of high flow events. The results show that the refined model provides an ideal management tool for the mangrove swamps.

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Published In

Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 129Issue 2March 2003
Pages: 86 - 92

History

Received: Jan 23, 2002
Accepted: Jul 29, 2002
Published online: Feb 14, 2003
Published in print: Mar 2003

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Authors

Affiliations

Wen-Cheng Liu
Senior Research Engineer, Hydrotech Research Institute, National Taiwan Univ., Taipei 10617, Taiwan.
Ming-Hsi Hsu
Professor, Dept. of Bioenvironmental Systems Engineering, National Taiwan Univ., Taipei 10617, Taiwan (corresponding author).
Chi-Fang Wang
Doctoral Student, Dept. of Bioenvironmental Systems Engineering, National Taiwan Univ., Taipei 10617, Taiwan.

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