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

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주제분류해양공학

초록

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.

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.

참고문헌 (44)

  1. Baquerizo, A, "Human Interaction with Large Scale Coastal Morphological Evolution. An assessment of the uncertainty", Coastal Engineering, 55(7–8), pp.569~580 (2008)[DOI]
  2. Beven, K, "A Manifesto for the Equifinality Thesis", Journal of Hydrology, 320(1–2), pp.18~36 (2006)[DOI]
  3. Beven, K, "The Future of Distributed Models : Model Calibration and Uncertainty Prediction", Hydrological Processes, 6(3), pp.279~298 (1992)[DOI]
  4. Bolle, A, "Application and Validation of XBeach for Three Different Field Sites", Coastal Engineering Proceedings, 32, pp.40~40 (2010)
  5. Bugajny, N, "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), pp.672~677 (2013)[DOI]
  6. 조용준, "해역별 최적 해빈 안정화 공법 선정 Platform 개발을 위한 기초연구맹방해변 이송모드별 년 표사수지를 중심으로", 한국해안·해양공학회논문집, 31(1), pp.28~39 (2019), 한국해안,해양공학회[DOI]
  7. Cueto, J, "Morphodynamic Response to Extreme Wave Events of Microtidal Dissipative and Reflective Beaches", Applied Ocean Research, 101, pp.102283~ (2020)[DOI]
  8. Daly, C, "Modelling Accretion At Nha Trang Beach", Coastal Dynamics, 170, pp.1886~1896 (2017)
  9. Daly, C, "Validation of an Advective-deterministic Approach to Short Wave Breaking in a Surf-beat Model", Coastal Engineering, 60, pp.69~83 (2012)[DOI]
  10. De Vet, P. L. M, "Modelling Dediment Transport and Morphology During Overwash and Breaching Events", Master, pp.2014
  11. Deltares, "XBeach Documentation_Relase XBeach v1.23.5527XBeachX Final", ~ (2018)
  12. Do, K, "Morphological Response to Storms in an Embayed Beach Having Limited Sediment Thickness", Estuarine, Coastal and Shelf Science, 234, pp.106636~ (2020)[DOI]
  13. Do, K, "Numerical Simulation and Large-Scale Physical Modelling of Coastal Sand Dune Erosion", Journal of Coastal Research, 85(sp1), pp.196~200 (2018)[DOI]
  14. Elsayed, S. M, "Effect of Beach Slope and Grain-stabilization on Coastal Sediment Transport: An Attempt to Overcome the Erosion Overestimation by XBeach", Coastal Engineering, 121, pp.179~196 (2017)[DOI]
  15. Galappatti, G, "A Depth-integrated Model for Suspended Sediment Transport", Journal of Hydraulic Research, 23(4), pp.359~377 (1985)[DOI]
  16. "Google Earth" (2020)[URL]
  17. Harley, M. D, "Can an Early-warning System Help Minimize the Impacts of Coastal Storms? A Case Study of the 2012Halloween Storm, Northern Italy", Natural Hazards and Earth System Sciences, 16(1), pp.209~222 (2016)[DOI]
  18. Hornberger, G. M, "An Approach to the Preliminary Analysis of Environmental Systems", Journal of Environmental Management, 12(1), pp.7~18 (1981)
  19. 진혁, "폭풍파랑에 따른 해빈과 호형 사주 지형변화 현장 관측 및 XBeach 모델 민감도 분석", 한국해안·해양공학회논문집, 32(6), pp.446~457 (2020), 한국해안,해양공학회[DOI]
  20. Jin, H, "Process-Based Model Prediction of Coastal Dune Erosion through Parametric Calibration", Journal of Marine Science and Engineering, 9(6), pp.635~ (2021)[DOI]
  21. Kalligeris, N, "Calibration and Assessment of Process-based Numerical Models for Beach Profile Evolution in Southern California", Coastal Engineering, 158, pp.103650~ (2020)[DOI]
  22. Kombiadou, K, "Simulating Destructive and Constructive Morphodynamic Processes in Steep Beaches", Journal of Marine Science and Engineering, 9(1), pp.86~ (2021)[DOI]
  23. Lindemer, C. A, "Numerical Simulation of a Low-lying Barrier Island’s Morphological Response to Hurricane Katrina", Coastal Engineering, 57(11–12), pp.985~995 (2010)
  24. McCall, R. T, "Two-Dimensional Time Dependent Hurricane Overwash and Erosion Modeling at Santa Rosa Island", Coastal Engineering, 57(7), pp.668~683 (2010)[DOI]
  25. Nederhoff, C. M, "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 (2015)
  26. Orzech, M. D, "Megacusps on Rip Channel Bathymetry : Observations and Modeling", Coastal Engineering, 58(9), pp.890~907 (2011)[DOI]
  27. Pender, D, "A Statistical-process Based Approach for Modelling Beach Profile Variability", Coastal Engineering, 81, pp.19~29 (2013)[DOI]
  28. Roelvink, D, "Modelling Storm Impacts on Beaches, Dunes and Barrier Islands", Coastal Engineering, 56(11–12), pp.1133~1152 (2009)[DOI]
  29. Roelvink, J. A, "Dissipation in Random Wave Groups Incident on a Beach", Coastal Engineering, 19(1–2), pp.127~150 (1993)[DOI]
  30. Ruessink, B.G, "Parameter-Induced Predictive Uncertainty in Process-based Modeling: Application of Markov Chain Monte Carlo", Proceedings of Fifth International Coastal Dynamics 2005, pp.1~13 (2006)
  31. Sallenger, A.H, "Storm Impact Scale for Barrier Islands", Journal of Coastal Research, 16(3), pp.890~895 (2000)[DOI]
  32. Simmons, J. A, "Calibrating and Assessing Uncertainty in Coastal Numerical Models", Coastal Engineering, 125, pp.28~41 (2017)[DOI]
  33. Simmons, J. A, "Calibration Data Requirements for Modelling Subaerial Beach Storm Erosion", Coastal Engineering, 152, pp.103507~ (2019)[DOI]
  34. Soulsby, R. L, "Dynamics of Marine Sands" (1997), Thomas Telford Publications
  35. Splinter, K. D, "Modeling Dune Response to an East Coast Low", Marine Geology, 329–331, pp.46~45 (2012)[DOI]
  36. Talmon, M, "Laboratory Measurements of the Direction of Sediment Transport on Transverse Alluvial-bed Slopes", Journal of Hydraulic Research, 33(4), pp.495~517 (1995)[DOI]
  37. Thorndahl, S, "Event Based Uncertainty Assessment in Urban Drainage Modelling, Applying the GLUE Methodology", Journal of Hydrology, 357(3–4), pp.421~437 (2008)[DOI]
  38. van Rhee, C, "Sediment Entrainment at High Flow Velocity", Journal of Hydraulic Engineering, 136(9), pp.572~582 (2010)[DOI]
  39. van Rijn, L.C, "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), pp.649~667 (2007)[DOI]
  40. van Rijn, L.C, "Unified View of Sediment Transport by Currents and Waves. II: Suspended Transport", Journal of Hydraulic Engineering, 133(6), pp.668~689 (2007)[DOI]
  41. van Rijn, L.C, "Unified View of Sediment Transport by Currents and Waves. III: Graded Beds", Journal of Hydraulic Engineering, 133(7), pp.761~775 (2007)[DOI]
  42. van Rijn, L. C, "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), pp.295~327 (2003)[DOI]
  43. Vousdoukas, M. I, "Toward Reliable Storm-hazard Rorecasts : XBeach Calibration and Its Potential Application in an Operational Early-warning System", Ocean Dynamics, 62(7), pp.1001~1015 (2012)[DOI]
  44. Williams, J. J, "Modelling Gravel Bbarrier Profile Response to Combined Waves and Tides using XBeach : Laboratory and Field Results", Coastal Engineering, 63, pp.62~80 (2012)[DOI]

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