Abstract
Marine floating photovoltaics (MFPV) systems emerge as a promising frontier in the development of offshore clean energy, with their primary applications being in nearshore shallow waters. In these areas, the shallow depths, intricate seabed topographies and rugged shorelines profoundly affect wave propagation and transformation processes, leading to highly inhomogeneous wave conditions and thereby rendering traditional hydrodynamic theories based on assumptions of open seas inadequate. This study employs a hybrid Boussinesq-Panel Method (HBPM) to incorporate the effects of topography on wave dynamics into hydrodynamic calculations, striking a balance between computational accuracy and efficiency. A series of validation cases demonstrate the accuracy and necessity of the HBPM in shallow water environments. Computational results from typical bay scenarios reveal that variations in water depth and coastline reflections create multidirectional, non-uniform wave fields, which lead to complex force and motion characteristics of the structure. To ensure structural integrity, it is recommended to select installation sites located away from the breakwater entrance and close to the breakwater itself.
Original language | English |
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Article number | 119708 |
Number of pages | 19 |
Journal | Ocean Engineering |
Volume | 314 |
Issue number | Pt. 2 |
Early online date | 15 Nov 2024 |
DOIs | |
Publication status | Published - 15 Dec 2024 |
Funding
This study is supported by the National Natural Science Foundation of China (No. 52088102 and 52101339) and the Key R&D projects of Shandong Province (No. 2021ZLGX04)
Keywords
- marine floating photovoltaics
- shallow water
- topography-impacted hydrodynamics
- boussinesq model
- panel method