The Hydrodynamic Model Application for Future Coastal Zone Development in Remote Area

Hermawan, Surya; Bangguna, David; Mihardja, Edwin; Fernaldi, Jason; Prajogo, Jescey Edlin

doi:10.28991/cej-2023-09-08-02

Cited by 10 publications

(1 citation statement)

References 20 publications

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“…However, the high modeling cost still restricts their applications from extending to experiments spanning longer than a few months. In the middle course between the two extreme approaches, the two-dimensional '2DH' models are more widely applied as they effectively calculate the sediment transport and the consequent bottom topography change based on the depth-integrated and phase-averaged flow and wave fields [5][6][7][8][9][10][11][12][13][14][15].…”

Section: Introductionmentioning

confidence: 99%

Swash-Zone Formula Evaluation of Morphological Variation in Haeundae Beach, Korea

Do,

Hyun,

Jin

et al. 2024

Water

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In this study, a swash-zone model, using Larson and Wamsley formula (LW07), was combined into the Telemac-2D model system to examine the performance of modeling swash-zone processes through comparisons with field observation data. The experimental site was the Haeundae Beach in South Korea where Typhoon Phanfone occurred in October 2014, and bathymetric surveys were performed before and after the typhoon. Hydrodynamic data were also measured to validate the modeled data. The performance of LW07 was tested by running the model in two modes, with and without LW07. First, the model was run to simulate the shoreline response to an imaginary coastal breakwater. The result showed a clear discrepancy between the two modes as the sediments were considerably cumulated behind the breakwater in the case with the swash-zone formula (LW07) in the wide range along the shoreline behind the breakwater, indicating that the sediments more actively and rapidly responded to the shadowing by the breakwater with LW07. The model was also run for a realistic case from August to October 2014, which included the typhoon’s period during 2–6 October. The results showed that the morphological changes at both ends of the beach in the swash zone were simulated with higher accuracy with LW07, supporting the effectiveness of LW07 in simulating the short-term morphological changes induced by the typhoon attack. In particular, the successful simulation of the sand accumulation at the end sides of the beach’s swash zone indicates that LW07 was effective in estimating not only the cross-shore transport but also longshore transport, which was likely due to the characteristics of LW07 that calculated sand transport in both directions. The enhanced modeling performance with LW07 was likely due to the adjustment of the sediment transport rate to the instantaneous changes in the local beach slope, which could successfully control the erosion/accretion process in the swash zone more realistically.

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