DOI QR코드

DOI QR Code

Modeling for Complex Coastal Morphological Changes Considering Geomorphic Characteristics

  • Donghyun Park (Department of Convergence Study on the Ocean Science and Technology, National Korea Maritime and Ocean University) ;
  • Kideok Do (Department of Ocean Engineering, National Korea Maritime and Ocean University) ;
  • Sungyeol Chang (Haeyeon Engineering and Consultants Corporation)
  • 투고 : 2024.12.27
  • 심사 : 2025.03.11
  • 발행 : 2025.04.30

초록

Various structures and coastal developments have been installed to mitigate the increases in coastal erosion caused by climate change, but numerical modeling studies to predict the changes in coastal morphology induced by these structures have been insufficient. This study analyzed the morphological changes in the complex coastal environment of Wonpyeong Beach, Gangwon-do, where coastal maintenance projects are underway, using XBeach simulations based on observational data. For accurate modeling, the geomorphic characteristics, such as the subsidence of submerged structures, sediment layer thickness, and spatial varying bed friction coefficients, were incorporated using satellite imagery and field survey data. The results showed that accounting for the subsidence of submerged structures represented the formation of coastal sandbars while adjusting the sediment layer thickness reduced excessive erosion around the structures. In addition, incorporating spatial variations in the bed friction coefficients improved the representation of localized erosion and deposition, even though the overall impact was limited. This study emphasizes the importance of incorporating geomorphic features for accurate predictions of morphological changes and shows the value of using satellite imagery as a supplementary tool in data-limited environments. Nevertheless, additional observational data are necessary to validate and refine the proposed approach.

키워드

과제정보

This study was supported by the National Research Foundation of Korea (NRF) grant funded by the Korea government (No.2022R1I1A3065599), and through the project titled, "Cyclic Adaptive Coastal Erosion Management Technology Development" funded by the Ministry of Oceans and Fisheries of Korea (RS-2023-00256687).

참고문헌

  1. Athanasiou, P., de Boer, W., Yoo, J., Ranasinghe, R., & Reniers, A. (2018). Analysing decadal-scale crescentic bar dynamics using satellite imagery: A case study at Anmok beach, South Korea. Marine Geology, 405, 1–11. https://doi.org/10.1016/j.margeo.2018.07.013
  2. Bae, H., Do, K., Kim, I., Chang, S. (2022). Proposal of parameter range that offered optimal performance in the coastal morphodynamic model (XBeach) through GLUE. Journal of Ocean Engineering and Technology, 36(4), 251–269. https://doi.org/10.26748/KSOE.2022.013
  3. Cho, Y. J., & Kim, I. H. (2019). Preliminary study on the development of a platform for the selection of optimal beach stabilization measures against the beach erosion-centering on the yearly sediment budget of mang-bang beach. Journal of Korean Society of Coastal and Ocean Engineers, 31(1), 28–39. https://doi.org/10.9765/KSCOE.2019.31.1.28
  4. Cho, M., Kim, Y. M., Do, K., Shin, S., Kim, I. H., & Yoon, H. D. (2025). Effect of submerged breakwaters construction on XBeach modeling-a case study: Bongpo beach. KSCE Journal of Civil Engineering, 29(1), 100049. https://doi.org/10.1016/j.kscej.2024.100049
  5. Deltares. (2018). XBeach documentation: Release XBeach v1.23.5527 XBeachX FINAL. Netherlands, Deltares.
  6. De Vet, P.L.M. (2014). Modelling dediment transport and morphology during overwash and breaching events [Master's thesis, Delft University of Technology]. https://resolver.tudelft.nl/uuid:d4e21d44-fcef-498b-b2e5-83df3b0e0c47
  7. Do, K., Shin, S., Cox, D., & Yoo, J. (2018). Numerical simulation and large-scale physical modelling of coastal sand dune erosion. Journal of Coastal Research, 85(sp1), 196–200. https://doi.org/10.2112/SI85-040.1
  8. Do, K., & Yoo, J. (2020). Morphological response to storms in an embayed beach having limited sediment thickness. Estuarine, Coastal and Shelf Science, 234, 106636. https://doi.org/10.1016/j.ecss.2020.106636
  9. Do, J., Jin, J., Jeong, W, Lee, B., Kim, C. H., & Chang, Y. (2021). Observation of nearshore crescentic sandbar formation during storm wave conditions using satellite images and video monitoring data. Marine Geology, 442, 106661. https://doi.org/10.1016/j.margeo.2021.106661
  10. Hwang, Y., Do, K., Kim, I., & Chang, S. (2023). Field observation and Quasi-3D numerical modeling of coastal hydrodynamic response to submerged structures. Journal of Ocean Engineering and Technology, 37(2), 68–79. https://doi.org/10.26748/KSOE.2022.045
  11. Jackson, N. L., Harley, M. D., Armaroli, C., & Nordstrom, K. F. (2015). Beach morphologies induced by breakwaters with different orientations. Geomorphology, 239, 48–57. https://doi.org/10.1016/j.geomorph.2015.03.010
  12. Jin, H., Do, K., Chang, S., & Kim, I. (2020). Field observation of morphological response to storm waves and sensitivity analysis of XBeach model at beach and crescentic bar. Journal of Korean Society of Coastal and Ocean Engineers, 32(6), 446–457. https://doi.org/10.9765/KSCOE.2020.32.6.446
  13. Jin, H., Do, K., Kim, I., & Chang, S. (2022). Sensitivity analysis of event-specific calibration data and its application to modeling of subaerial storm erosion under complex bathymetry. Journal of Marine Science and Engineering, 10(10), 1389. https://doi.org/10.3390/jmse10101389
  14. Kang, K., Yun, S., Kim, T., & Kim, D. (2013). Numerical Analysis on Settlement Behavior of Seabed Sand-Coastal Structure Subjected to Wave Loads. Journal of Korean Society of Coastal and Ocean Engineers, 25(1), 20–27. https://doi.org/10.9765/KSCOE.2013.25.1.20
  15. Kim, Y. & Park, C. (2024) Geomorphic change by rip current using UAS in Wonpyeong Beach, Samcheok-si. Journal of Korean Geographical Society, 59(2), 163–182. https://doi.org/10.22776/kgs.2024.59.2.163
  16. Komar, P. D., & McDougal, W. G. (1988). Coastal erosion and engineering structures: the Oregon experience. Journal of Coastal Research, SI4, 77–92. https://www.jstor.org/stable/ 25735353 
  17. Korea Institute of Ocean Science Technology (KIOST). (2022). Construction of ocean research stations & their application studies (BSPM61730-12942-5). https://sciwatch.kiost.ac.kr/handle/2020.kiost/43879
  18. McCall, R. T., Van Thiel de Vries, J. S. M., Plant, N. G., Van Dongeren, A. R., Roelvink, J. A., Thompson, D. M., & Reniers, A. J. H. M. (2010). Two-Dimensional Time Dependent Hurricane Overwash and Erosion Modeling at Santa Rosa Island. Coastal Engineering, 57(7), 668–683. https://doi.org/10.1016/j.coastaleng.2010.02.006
  19. Ministry of Oceans and Fisheries. (2018). Development of new construction method for coastal erosion with wave direction control system R&D report (R&D 2016-0192). https://scienceon.kisti.re.kr/srch/selectPORSrchReport.do?cn=TRKO201900000115#
  20. Gangwon State East Sea Rim Headquarters (2021). 2020년 연안침식 실태조사 용역_최종보고서 [2020 coastal erosion status survey synthesis final report (Gangwon-do)]. https://dl.nanet.go.kr/search/searchInnerList.do?queryText=%EA%B0%95%EC%9B%90%EB%8F%84%ED%99%98%EB%8F%99%ED%95%B4%EB%B3%B8%EB%B6%80:PUB%5EPUB_WS%5EDP_PUB_WS:AND&zone=PUB%5EPUB_WS%5EDP_PUB_WS
  21. Ministry of Oceans and Fisheries. (2022). 2022년 연안침식 실태조사_종합보고서 [2022 coastal erosion status survey synthesis report]. https://coast.mof.go.kr/coastKnowledge/coastDatumView.do?dt3=&seq=10510&data_type=1&page=3
  22. Nielsen, P. (1992). Coastal bottom boundary layers and sediment transport. World Scientific Publishing Company. https://doi.org/10.1142/1269
  23. Papaioannou, G., Efstratiadis, A., Vasiliades, L., Loukas, A., Papalexiou, S. M., Koukouvinos, A., Tsoukalas, I., & Kossieris, P. (2018). An operational method for flood directive implementation in ungauged urban areas. Hydrology, 5(2), 24. https://doi.org/10.3390/hydrology5020024
  24. Passeri, D. L., Long, J. W., Plant, N. G., Bilskie, M. V., & Hagen, S. C. (2018). The influence of bed friction variability due to land cover on storm-driven barrier island morphodynamics. Coastal Engineering, 132, 82–94. https://doi.org/10.1016/j.coastaleng.2017.11.005
  25. Puleo, J. A., Lanckriet, T., & Wang, P. (2012). Near bed cross-shore velocity profiles, bed shear stress and friction on the foreshore of a microtidal beach. Coastal Engineering, 68, 6–16. https://doi.org/10.1016/j.coastaleng.2012.04.007
  26. Rahman, M. A., & Womera, S. A. (2013). Experimental and numerical investigation on wave interaction with submerged breakwater. Journal of Water Resources and Ocean Science, 2(6), 155–164. https://www.sciencepublishinggroup.com/article/10.11648/j.wros.20130206.11
  27. Rangel-Buitrago, N., Williams, A. T., & Anfuso, G. (2018). Hard protection structures as a principal coastal erosion management strategy along the Caribbean coast of Colombia. A chronicle of pitfalls. Ocean & Coastal Management, 156, 58–75. https://doi.org/10.1016/j.ocecoaman.2017.04.006
  28. Ranasinghe, R., & Turner, I. L. (2006). Shoreline response to submerged structures: A review. Coastal Engineering, 53(1), 65–79. https://doi.org/10.1016/j.coastaleng.2005.08.003
  29. Ranasinghe, R., Larson, M., & Savioli, J. (2010). Shoreline response to a single shore-parallel submerged breakwater. Coastal Engineering, 57(11–12), 1006–1017. https://doi.org/10.1016/j.coastaleng.2010.06.002
  30. Roelvink, D., Reniers, A., van Dongeren, A., van Thiel de Vries, J., McCall, R., & Lescinski, J. (2009). Modelling storm impacts on beaches, dunes and barrier islands. Coastal Engineering, 56(11–12), 1133–1152. https://doi.org/10.1016/j.coastaleng.2009.08.006
  31. Roelvink, D., & Costas, S. (2019). Coupling nearshore and aeolian processes: XBeach and duna process-based models. Environmental Modelling & Software, 115, 98–112. https://doi.org/10.1016/j.envsoft.2019.02.010
  32. Scott, T., Austin, M., Masselink, G., & Russell, P. (2016). Dynamics of rip currents associated with groynes-field measurements, modelling and implications for beach safety. Coastal Engineering, 107, 53–69. https://doi.org/10.1016/j.coastaleng.2015.09.013
  33. Simmons, J.A., Splinter, K.D., Harley, M.D., & Turner, I.L. (2019). Calibration data requirements for modelling subaerial beach storm erosion. Coastal Engineering, 152, 103507. https://doi.org/10.1016/j.coastaleng.2019.103507
  34. Smyth, C., & Hay, A. E. (2002). Wave friction factors in nearshore sands. Journal of Physical Oceanography, 32(12), 3490–3498. https://doi.org/10.1175/1520-0485(2002)032<3490:WFFINS>2.0.CO;2
  35. van Rijn, L. C. (2011). Coastal erosion and control. Ocean & Coastal Management, 54(12), 867–887. https://doi.org/10.1016/j.ocecoaman.2011.05.004
  36. Williams, A. T., Rangel-Buitrago, N., Pranzini, E., & Anfuso, G. (2018). The management of coastal erosion. Ocean & coastal management, 156, 4–20. https://doi.org/10.1016/j.ocecoaman.2017.03.022
  37. Whitford, D. J., & Thornton, E. B. (1996). Bed shear stress coefficients for longshore currents over a barred profile. Coastal engineering, 27(3–4), 243–262. https://doi.org/10.1016/0378-3839(96)00005-1
  38. Yoo, H., Kim, Ki., Kim, Jong., & Kang, Tae. (2022). A Study on the shoreline movement of Won-pyeong Beach using ShorelineS model. Journal of Coastal Disaster Prevention, 9(4), 247–255. https://doi.org/10.20481/kscdp.2022.9.4.247