This study presents the first structured and comprehensive analysis of wave-current interactions at microtidal river mouths, a topic often overlooked in estuarine flood studies. Using long-term observations and modeling from the Misa River (Italy), we reveal how opposing currents significantly alter incoming sea waves, through processes such as wave blocking, steepening, and infragravity wave upriver propagation, leading to increased flood risk and morphological changes. A key contribution of this work lies in the detailed physical analysis of wave-current interaction mechanisms, developed through a combined theoretical and observational approach. The superposition of opposing flows and wave fields modifies wave propagation, bottom boundary layer dynamics, sediment transport, and energy dissipation at river mouths. Observations at the Misa River from monitoring system showed a shift from frequent moderate floods to fewer but more intense events. This change triggered cyclical sediment dynamics and mouth bar reshaping, driven by alternating low-flow accumulation and flood-induced erosion. The upriver propagation of IGWs, typically linked to tidal forcing, was detected despite negligible tides, confirming the dominant role of wave-current interactions. These dynamics, also documented at other microtidal rivers (e.g., Rh & ocirc;ne, Mississippi), govern key processes such as sediment transport, nearshore wave patterns, and compound flooding. When river floods coincide with high sea levels, due to storm surge or sea level rise, the extent of flooding can increase substantially, particularly in low-lying urban areas. We give evidence of such process through the results of a novel numerical analysis performed at the Misa River estuary. The paper is an elaboration of the keynote lecture given by the first Author on the same topic at the 38th International Conference on Coastal Engineering.
Wave–current interactions within microtidal systems / Brocchini, M.; Marini, F.; Baldoni, A.. - In: COASTAL ENGINEERING. - ISSN 0378-3839. - 205:(2026). [10.1016/j.coastaleng.2025.104932]
Wave–current interactions within microtidal systems
Brocchini M.;Marini F.;Baldoni A.
2026-01-01
Abstract
This study presents the first structured and comprehensive analysis of wave-current interactions at microtidal river mouths, a topic often overlooked in estuarine flood studies. Using long-term observations and modeling from the Misa River (Italy), we reveal how opposing currents significantly alter incoming sea waves, through processes such as wave blocking, steepening, and infragravity wave upriver propagation, leading to increased flood risk and morphological changes. A key contribution of this work lies in the detailed physical analysis of wave-current interaction mechanisms, developed through a combined theoretical and observational approach. The superposition of opposing flows and wave fields modifies wave propagation, bottom boundary layer dynamics, sediment transport, and energy dissipation at river mouths. Observations at the Misa River from monitoring system showed a shift from frequent moderate floods to fewer but more intense events. This change triggered cyclical sediment dynamics and mouth bar reshaping, driven by alternating low-flow accumulation and flood-induced erosion. The upriver propagation of IGWs, typically linked to tidal forcing, was detected despite negligible tides, confirming the dominant role of wave-current interactions. These dynamics, also documented at other microtidal rivers (e.g., Rh & ocirc;ne, Mississippi), govern key processes such as sediment transport, nearshore wave patterns, and compound flooding. When river floods coincide with high sea levels, due to storm surge or sea level rise, the extent of flooding can increase substantially, particularly in low-lying urban areas. We give evidence of such process through the results of a novel numerical analysis performed at the Misa River estuary. The paper is an elaboration of the keynote lecture given by the first Author on the same topic at the 38th International Conference on Coastal Engineering.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.


