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Proposal of Parameter Range that Offered Optimal Performance in the Coastal Morphodynamic Model (XBeach) Through GLUE

  • Bae, Hyunwoo (Department of Convergence study on the Ocean Science and Technology, Korea Maritime and Ocean University) ;
  • Do, Kideok (Department of Ocean Engineering, Korea Maritime and Ocean University) ;
  • Kim, Inho (Department of Earth and Environmental Engineering, Kangwon National University) ;
  • Chang, Sungyeol (Haeyeon Engineering and Consultants Corporation)
  • Received : 2022.05.16
  • Accepted : 2022.06.21
  • Published : 2022.08.31

Abstract

The process-based XBeach model has numerous empirical parameters because of insufficient understanding of hydrodynamics and sediment transport on the nearshore; hence, it is necessary to calibrate parameters to apply to various study areas and wave conditions. Therefore, the calibration process of parameters is essential for the improvement of model performance. Generally, the trial-and-error method is widely used; however, this method is passive and limited to various and comprehensive parameter ranges. In this study, the Generalized Likelihood Uncertainty Estimation (GLUE) method was used to estimate the optimal range of three parameters (gamma, facua, and gamma2) using morphological field data collected in Maengbang beach during the four typhoons that struck from September to October 2019. The model performance and optimal range of empirical parameters were evaluated using Brier Skill Score (BSS) along with the baseline profiles, sensitivity, and likelihood density analysis of BSS in the GLUE tools. Accordingly, the optimal parameter combinations were derived when facua was less than 0.15 and simulated well the shifting shape, from crescentic sand bar to alongshore uniform sand bars in the surf zone of Maengbang beach after storm impact. However, the erosion and accretion patterns nearby in the surf zone and shoreline remain challenges in the XBeach model.

Keywords

Acknowledgement

This study was supported by a This study was supported by the National Research Foundation of Korea grant funded by the Korea government (NRF-2022R1I1A3065599), and by the project titled "Establishment of the Ocean Research Station in the Jurisdiction Zone and Convergence Research" funded by the Ministry of Oceans and Fisheries in Korea.

References

  1. Baquerizo, A., & Losada, M. A. (2008). Human Interaction with Large Scale Coastal Morphological Evolution. An assessment of the uncertainty. Coastal Engineering, 55(7-8), 569-580. https://doi.org/10.1016/j.coastaleng.2007.10.004
  2. Beven, K. (2006). A Manifesto for the Equifinality Thesis. Journal of Hydrology, 320(1-2), 18-36. https://doi.org/10.1016/j.jhydrol.2005.07.007
  3. Beven, K., & Binley, A. (1992). The Future of Distributed Models: Model Calibration and Uncertainty Prediction. Hydrological Processes, 6(3), 279-298. http://dx.doi.org/10.1002/hyp.3360060305
  4. Bolle, A., Mercelis, P., Roelvink, D., Haerens, P., & Trouw, K. (2010). Application and Validation of XBeach for Three Different Field Sites. Coastal Engineering Proceedings, 32, 40-40. https://doi.org/10.9753/icce.v32.sediment.40
  5. Bugajny, N., Furmanczyk, K., Dudzinska-Nowak, J., & Paplinska-Swerpel, B. (2013). Modelling Morphological Changes of Beach and Dune Induced by Storm on the Southern Baltic Coast using XBeach (Case Study: Dziwnow Spit). Journal of Coastal Research, 65(sp1), 672-677. https://doi.org/10.2112/si65-114.1
  6. 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
  7. Cueto, J., & Otero, L. (2020). Morphodynamic Response to Extreme Wave Events of Microtidal Dissipative and Reflective Beaches. Applied Ocean Research, 101, 102283. https://doi.org/10.1016/j.apor.2020.102283
  8. Daly, C. (2017). Modelling Accretion At Nha Trang Beach. Coastal Dynamics, 170, 1886-1896.
  9. Daly, C., Roelvink, D., van Dongeren, A., van Thiel de Vries, J., & McCall, R. (2012). Validation of an Advective-deterministic Approach to Short Wave Breaking in a Surf-beat Model. Coastal Engineering, 60, 69-83. https://doi.org/10.1016/j.coastaleng.2011.08.001
  10. De Vet, P.L.M. (2014). Modelling Dediment Transport and Morphology During Overwash and Breaching Events (Master's thesis). Delft University of Technology.
  11. Deltares. (2018). XBeach Documentation_Relase XBeach v1.23.5527 XBeachX Final. Netherlands, Deltares.
  12. 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
  13. 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
  14. Elsayed, S.M., & Oumeraci, H. (2017). Effect of Beach Slope and Grain-stabilization on Coastal Sediment Transport: An Attempt to Overcome the Erosion Overestimation by XBeach. Coastal Engineering, 121(January), 179-196. https://doi.org/10.1016/j.coastaleng.2016.12.009
  15. Galappatti, G, & Vreugdenhil, C.B. (1985). A Depth-integrated Model for Suspended Sediment Transport. Journal of Hydraulic Research, 23(4), 359-377. https://doi.org/10.1080/00221688509499345
  16. Google. (2020). Google Earth, Retrieved from https://www.google.com/earth/about/versions/?glKR&hlko#download-pro
  17. Harley, M.D., Valentini, A., Armaroli, C., Perini, L., Calabrese, L., & Ciavola, P. (2016). Can an Early-warning System Help Minimize the Impacts of Coastal Storms? A Case Study of the 2012 Halloween Storm, Northern Italy. Natural Hazards and Earth System Sciences, 16(1), 209-222. https://doi.org/10.5194/nhess-16-209-2016
  18. Hornberger, G.M., & Spear, R.C. (1981). An Approach to the Preliminary Analysis of Environmental Systems. Journal of Environmental Management, 12(1), 7-18.
  19. Jin, H., Do, K., Chang, S., & Kim, I.H. (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
  20. Jin, H., Do, K., Shin, S., & Cox, D. (2021). Process-Based Model Prediction of Coastal Dune Erosion through Parametric Calibration. Journal of Marine Science and Engineering, 9(6), 635. https://doi.org/https://doi.org/10.3390/jmse9060635
  21. Kalligeris, N., Smit, P.B., Ludka, B.C., Guza, R.T., & Gallien, T.W. (2020). Calibration and Assessment of Process-based Numerical Models for Beach Profile Evolution in Southern California. Coastal Engineering, 158, 103650. https://doi.org/10.1016/j.coastaleng.2020.103650
  22. Kombiadou, K., Costas, S., & Roelvink, D. (2021). Simulating Destructive and Constructive Morphodynamic Processes in Steep Beaches. Journal of Marine Science and Engineering, 9(1), 86. https://doi.org/10.3390/jmse9010086
  23. Lindemer, C.A., Plant, N.G., Puleo, J.A., Thompson, D.M., & Wamsley, T.V. (2010). Numerical Simulation of a Low-lying Barrier Island's Morphological Response to Hurricane Katrina. Coastal Engineering, 57(11-12), 985-995. https://doi.org/10.1016/j.coastaleng.2010.06.004
  24. 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
  25. Nederhoff, C.M., Lodder, Q.J., Boers, M., Den Bieman, J.P., & Miller, J.K. (2015). Modeling the Effects of Hard Structures on Dune Erosion and Overwash: A Case Study of the Impact of Hurricane Sandy on the New Jersey Coast. Proceedings of Coastal Sediments, San Diego, CA. https://doi.org/10.1142/9789814689977_021
  26. Orzech, M.D., Reniers, A.J.H.M., Thornton, E.B., & MacMahan, J.H. (2011). Megacusps on Rip Channel Bathymetry: Observations and Modeling. Coastal Engineering, 58(9), 890-907. https://doi.org/10.1016/j.coastaleng.2011.05.001
  27. Pender, D., & Karunarathna, H. (2013). A Statistical-process Based Approach for Modelling Beach Profile Variability. Coastal Engineering, 81, 19-29. https://doi.org/10.1016/j.coastaleng.2013.06.006
  28. 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
  29. Roelvink, J.A. (1993). Dissipation in Random Wave Groups Incident on a Beach. Coastal Engineering, 19(1-2), 127-150. https://doi.org/10.1016/0378-3839(93)90021-Y
  30. Ruessink, B.G. (2006). Parameter-Induced Predictive Uncertainty in Process-based Modeling: Application of Markov Chain Monte Carlo. Proceedings of Fifth International Coastal Dynamics 2005, Barcelona, Spain, 1-13. https://doi.org/10.1061/40855(214)44
  31. Sallenger, A.H. (2000). Storm Impact Scale for Barrier Islands. Journal of Coastal Research, 16(3), 890-895. https://www.jstor.org/stable/4300099
  32. Simmons, J.A., Harley, M.D., Marshall, L.A., Turner, I.L., Splinter, K.D., & Cox, R.J. (2017). Calibrating and Assessing Uncertainty in Coastal Numerical Models. Coastal Engineering, 125, 28-41. https://doi.org/10.1016/j.coastaleng.2017.04.005
  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. Soulsby, R.L. (1997). Dynamics of Marine Sands. Thomas Telford Publications.
  35. Splinter, K.D., & Palmsten, M.L. (2012). Modeling Dune Response to an East Coast Low. Marine Geology, 329-331, 46-57. https://doi.org/10.1016/j.margeo.2012.09.005
  36. Talmon, M., Struiksma, N., & Mierlo, M. C. L. M. Van. (1995). Laboratory Measurements of the Direction of Sediment Transport on Transverse Alluvial-bed Slopes. Journal of Hydraulic Research, 33(4), 495-517. https://doi.org/10.1080/00221689509498657
  37. Thorndahl, S., Beven, K.J., Jensen, J.B., & Schaarup-Jensen, K. (2008). Event Based Uncertainty Assessment in Urban Drainage Modelling, Applying the GLUE Methodology. Journal of Hydrology, 357(3-4), 421-437. https://doi.org/10.1016/j.jhydrol.2008.05.027
  38. van Rhee, C. (2010). Sediment Entrainment at High Flow Velocity. Journal of Hydraulic Engineering, 136(9), 572-582. https://doi.org/10.1061/(asce)hy.1943-7900.0000214
  39. van Rijn, L.C., (2007a). Unified View of Sediment Transport by Currents and Waves. I: Initiation of Motion, Bed Roughness, and Bed-Load Transport. Journal of Hydraulic Engineering, 133(6), 649-667. https://doi.org/10.1061/(asce)0733-9429(2007)133:6(649)
  40. van Rijn, L.C., (2007b). Unified View of Sediment Transport by Currents and Waves. II: Suspended Transport. Journal of Hydraulic Engineering, 133(6), 668-689. https://doi.org/10.1061/(ASCE)0733-9429(2007)133:6(668)
  41. van Rijn, L.C., (2007c). Unified View of Sediment Transport by Currents and Waves. III: Graded Beds. Journal of Hydraulic Engineering, 133(7), 761-775. https://doi.org/10.1061/(ASCE)0733-9429(2007)133:7(761)
  42. van Rijn, L.C., Wasltra, D.J.R., Grasmeijer, B., Sutherland, J., Pan, S., & Sierra, J.P. (2003). The Predictability of Cross-shore Bed Evolution of Sandy Beaches at the Time Scale of Storms and Seasons using Process-based Profile Models. Coastal Engineering, 47(3), 295-327. https://doi.org/10.1016/S0378-3839(02)00120-5
  43. Vousdoukas, M.I., Ferreira, O., Almeida, L.P., & Pacheco, A. (2012). Toward Reliable Storm-hazard Rorecasts: XBeach Calibration and Its Potential Application in an Operational Early-warning System. Ocean Dynamics, 62(7), 1001-1015. https://doi.org/10.1007/s10236-012-0544-6
  44. Williams, J.J., de Alegria-Arzaburu, A.R., McCall, R.T., & Van Dongeren, A. (2012). Modelling Gravel Bbarrier Profile Response to Combined Waves and Tides using XBeach: Laboratory and Field Results. Coastal Engineering, 63, 62-80. https://doi.org/10.1016/j.coastaleng.2011.12.010