Abstract

Artificial step-pool sequences have long been used in river restoration projects worldwide for channel stabilization and ecological improvement. However, previously used design methods for artificial step-pools are problematic in that the designed sequences may not fulfil restoration objectives and fail. We propose a new design framework consisting of five modules based on the morphological evolution, energy dissipation, hydraulics, and stability of step-pools. This new framework focuses on individual units instead of a reach or subreaches as done in previous approaches, allowing for greater design flexibility. A detailed description of the new unit-scale design framework is presented in this paper with step-by-step procedures and recommended criteria for design evaluation. The new framework is then applied to three mountain streams to evaluate existing artificial and natural step-pool sequences. Finally, advantages and limitations of the framework and insights for restoration of mountain streams are reviewed.

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Data Availability Statement

Data, models, or code generated to support the findings of this study are available from the first author of this paper upon reasonable request. The calculation template of the new design framework is also available at https://doi.org/10.5281/zenodo.6577144.

Acknowledgments

This study was supported by the National Natural Scientific Foundation of China (Nos. 51779120, 41790434, 52009062, and 52009061) and the China Postdoctoral Science Foundation (2018M641369). MS was supported by a Mitacs Elevate Fellowship (Grant No. IT18199). Yuqiao Feng is kindly acknowledged for her assistance in data processing. We thank Shawn M. Chartrand for early discussions and Cormac Chui for language editing to the manuscript. Keith Richardson and one anonymous reviewer are acknowledged for their valuable and constructive comments. The authors also thank the editor-in-chief, Professor Fabian A. Bombardelli, and the associate editor, Desiree Tullos, for their valuable comments.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 149Issue 1January 2023

History

Received: Oct 18, 2021
Accepted: Aug 15, 2022
Published online: Nov 2, 2022
Published in print: Jan 1, 2023
Discussion open until: Apr 2, 2023

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Postdoctoral Fellow, State Key Laboratory of Hydroscience and Engineering, Tsinghua Univ., Beijing 100084, China; Research Associate, Key Laboratory of Land Surface Pattern and Simulation, Institute of Geographic Sciences and Natural Resources Research, Chinese Academy of Sciences, Beijing 100101, China (corresponding author). ORCID: https://orcid.org/0000-0001-8918-1503. Email: [email protected]
Marwan A. Hassan, Ph.D. [email protected]
Professor, Dept. of Geography, Univ. of British Columbia, 1984 West Mall, Vancouver, BC, Canada V6T1Z2. Email: [email protected]
Matteo Saletti, Ph.D. [email protected]
Postdoctoral Fellow, Dept. of Geography, Univ. of British Columbia, 1984 West Mall, Vancouver, BC, Canada V6T1Z2; Research Associate, School of Environmental Science, Simon Fraser Univ., Burnaby, BC, Canada V5A 4B5. Email: [email protected]
André E. Zimmermann, Ph.D. [email protected]
Principal Geomorphologist, Northwest Hydraulic Consultants Ltd., 30 Gostick Place, North Vancouver, BC, Canada BC V7M 3G3; Adjunct Professor, Dept. of Geography, Univ. of British Columbia, 1984 West Mall, Vancouver, BC, Canada V6T1Z2. Email: [email protected]
Mengzhen Xu, Ph.D. [email protected]
Associate Professor, State Key Laboratory of Hydroscience and Engineering, Tsinghua Univ., Beijing 100084, China. Email: [email protected]
Zhaoyin Wang, Ph.D., M.ASCE [email protected]
Professor, State Key Laboratory of Hydroscience and Engineering, Tsinghua Univ., Beijing 100084, China. Email: [email protected]

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