Calibration of a Marsh-Porosity Finite Element Model: Case Study from a Macrotidal Creek and Floodplain in Northern Australia
Publication: Journal of Hydraulic Engineering
Volume 144, Issue 2
Abstract
This study reports on the key findings from the application of a marsh-porosity model to a complex floodplain environment in northern Australia. The paper addresses the fundamental challenges associated with leakage in the marsh-porosity model, which have previously been described in the literature but have received little recent attention and for which limited guidance is available. A sensitivity analysis was carried out by adjusting the marshing parameters on the floodplain and assessing the effect on the simulated depth in Buffalo Creek. The statistical measures showed a significant improvement in the model performance at the most upstream site, using a combination of low porosity and element elimination on the floodplain. These measurements highlight the importance of focusing on the wetting and drying parameters as well as the bed roughness, in calibrating the marsh-porosity models in macrotidal floodplain environments. This paper also presents the parameter values and a summary of how they can be used to assist future practitioners.
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Acknowledgments
The authors of this paper are grateful to the Power and Water Corporation in the Northern Territory for funding of this research. Special thanks to Trevor Durling, Martin Loipersberger, and Jordan Phasey for their insight and support.
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Published In
Journal of Hydraulic Engineering
Volume 144 • Issue 2 • February 2018
Copyright
©2017 American Society of Civil Engineers.
History
Received: Jun 15, 2016
Accepted: Aug 8, 2017
Published online: Dec 14, 2017
Published in print: Feb 1, 2018
Discussion open until: May 14, 2018
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