Abstract

Hydraulic models used to simulate floods through riparian forests along rivers need to account for flow resistance caused by tree drag. Tree drag formulations have been developed for this purpose in previous studies, using drag force measurements on several broad-leaved, temperate species at tree scale to calibrate model parameters. However, tree reconfiguration and reduction in drag force in response to increased flow velocity are still not fully understood, particularly for subtropical tree species with sclerophyllous foliage. An established towing tank method was adapted to a field setting using a motorboat to tow submerged she-oak and tea trees through still water. Drag coefficients for both genera decreased with increasing velocity due to stem and foliage reconfiguration, except for the lowest velocity measurements on some she-oak trees, indicating the emergence of a rigid regime. The rigid regime has also been observed in previous studies and is important for flood modeling because drag forces could otherwise be overestimated at low velocities. Therefore, a new Cauchy number has been formulated and tested to predict regime transition for she-oak trees.

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Data Availability Statement

Some or all data, models, or code generated or used during the study are available in a repository or online in accordance with funder data retention policies (Sharpe 2021).

Acknowledgments

Financial support for this work was provided through a postgraduate scholarship awarded by Griffith University to the lead author. The drag resistance frame was fabricated by John Wedmaier at the Griffith University mechanical workshop. The authors are grateful for the assistance provided by Lawrence Hughes, who piloted the boat, managed all boat arrangements, and collected the ADCP data. We thank Seqwater for granting us access to Hinze Dam and two anonymous reviewers whose thoughtful suggestions helped to improve the manuscript.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 147Issue 10October 2021

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Received: Feb 3, 2021
Accepted: Jun 9, 2021
Published online: Aug 14, 2021
Published in print: Oct 1, 2021
Discussion open until: Jan 14, 2022

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Ph.D. Candidate, School of Environment and Science, Griffith Univ., Nathan, QLD 4111, Australia (corresponding author). ORCID: https://orcid.org/0000-0001-9958-762X. Email: [email protected]
Andrew Brooks [email protected]
Associate Professor, Centre for Coastal Management, Griffith Univ., Southport, QLD 4222, Australia. Email: [email protected]
Professor, School of Engineering and Built Environment, Griffith Univ., Nathan, QLD 4111, Australia. Email: [email protected]
Research Professor, Australian Rivers Institute, Griffith Univ., Nathan, QLD 4111, Australia. Email: [email protected]
Senior Research Fellow, School of Environment and Science, Griffith Univ., Nathan, QLD 4111, Australia. ORCID: https://orcid.org/0000-0003-0472-6960. Email: [email protected]

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Cited by

  • Quantifying hydraulic roughness in a riparian forest using a drag force‐based method, Journal of Flood Risk Management, 10.1111/jfr3.12892, (2023).
  • New formulas addressing flow resistance of floodplain vegetation from emergent to submerged conditions, International Journal of River Basin Management, 10.1080/15715124.2022.2143512, (1-17), (2022).

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