Technical Papers
Jun 24, 2022

Dredging Volume Estimation and Dredging Timing for Waterway Maintenance: A Case Study Using a Depth-Averaged Hydrosediment–Morphodynamic Model with Transient Dredging Effects

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 148, Issue 5

Abstract

Dredging is an important measure for maintaining sufficiently high water depths in waterways. However, previous dredging studies have rarely focused on modeling the transient effects of dredging activities on bed evolutions. Here, the transient dredging effects are parameterized as source terms in the mass conservations of bed materials. The parameterization is implemented into an existing depth-averaged hydrosediment–morphodynamic model. This facilitates detailed numerical case studies of dredging effects in the multiple-branched Dongliu waterway in the Lower Yangtze River. The dredging volume of the Dongliu waterway is estimated using the present method and two traditional methods. It is shown that consideration of the transient dredging effects can considerably reduce uncertainty. By systematic parametric studies, a dredging timing before the low water stage is recommended. It is shown that this dredging timing has the advantage of not only avoiding operation difficulties related to high water level as well as intense back-siltation for an earlier dredging but also avoiding the risk of sudden water level drop for a later dredging.

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Acknowledgments

This research was supported by the Key Project of Changjiang Waterway Bureau (Project No. K16-529112-016), Changjiang Waterway Institute of Planning and Design, the National Natural Science Foundation of China (Grant No. 12172331), the Zhejiang Natural Science Foundation (Grant No. LR19E090002), and the HPC Center of ZJU (ZHOUSHAN CAMPUS).

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Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 148Issue 5September 2022

History

Received: Dec 29, 2021
Accepted: Apr 12, 2022
Published online: Jun 24, 2022
Published in print: Sep 1, 2022
Discussion open until: Nov 24, 2022

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Professor, Institute of Port, Coastal and Offshore Engineering, Ocean College, Zhejiang Univ., Zhoushan 316021, China (corresponding author). Email: [email protected]
Shaoyi Deng [email protected]
Research Assistant, Institute of Port, Coastal and Offshore Engineering, Ocean College, Zhejiang Univ., Zhoushan 316021, China. Email: [email protected]
Zixiong Zhao [email protected]
Research Assistant, Institute of Port, Coastal and Offshore Engineering, Ocean College, Zhejiang Univ., Zhoushan 316021, China. Email: [email protected]
Professor, State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan Univ., Wuhan 430072, China. ORCID: https://orcid.org/0000-0001-5161-385X. Email: [email protected]
Huaihan Liu [email protected]
Professor, Dept. of Director of Technology, Changjiang Waterway Bureau, Wuhan 430010, China. Email: [email protected]

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