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

Author:

Hu Peng1,Deng Shaoyi2,Zhao Zixiong2,Cao Zhixian3ORCID,Liu Huaihan4

Affiliation:

1. Professor, Institute of Port, Coastal and Offshore Engineering, Ocean College, Zhejiang Univ., Zhoushan 316021, China (corresponding author).

2. Research Assistant, Institute of Port, Coastal and Offshore Engineering, Ocean College, Zhejiang Univ., Zhoushan 316021, China.

3. Professor, State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan Univ., Wuhan 430072, China. ORCID: .

4. Professor, Dept. of Director of Technology, Changjiang Waterway Bureau, Wuhan 430010, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Ocean Engineering,Water Science and Technology,Civil and Structural Engineering

Reference35 articles.

1. Barthel, V., and U. Zanke. 1998. “A morphodynamic model for river and estuary management.” In Proc., 26th Conf. On Coastal Engineering, edited by B. L. Edge, 2992–3007. Reston, VA: ASCE.

2. Computational Dam-Break Hydraulics over Erodible Sediment Bed

3. A parameter model for dredge plume sediment source terms

4. Non-linear response of shoreface-connected sand ridges to interventions;de Swart H. E.;Ocean Dyn.,2003

5. Long-term model of planimetric and bathymetric evolution of a tidal lagoon

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