해안지하수위가 해빈변형에 미치는 영향
Effects of Coastal Groundwater Level on Beach Deformation
0
조회
0
다운로드
3
인용
0
참고문헌
키워드
초록
In order to understand the characteristics of beach deformation, in this study, numerical simulations were conducted using a 3-D hydro-morphodynamic model (HYMO-WASS-3D) to analyze the characteristics of beach deformation due to the coastal groundwater levels. HYMO-WASS-3D directly analyzed the nonlinear interaction between the hydrodynamic and morphodynamic processes in the coastal area. The simulation results of HYMO-WASS-3D showed good agreement with the experimental results on the changes in the profile of the beach in the surf and swash zones. Then, numerical simulations were conducted to examine the characteristics of beach deformation due to the variation of the level of the coastal groundwater. As a result, the beach profiles were examined in relation to the wave breaking in the surf zone and the wave uprush and backwash in the swash zone due to the differences in the water levels. This paper also discussed the temporal and spatial distributions of the velocities, vorticities, and suspended sediments in the surf and swash zones with various levels of the coastal groundwater.
Abstract
In order to understand the characteristics of beach deformation, in this study, numerical simulations were conducted using a 3-D hydro-morphodynamic model (HYMO-WASS-3D) to analyze the characteristics of beach deformation due to the coastal groundwater levels. HYMO-WASS-3D directly analyzed the nonlinear interaction between the hydrodynamic and morphodynamic processes in the coastal area. The simulation results of HYMO-WASS-3D showed good agreement with the experimental results on the changes in the profile of the beach in the surf and swash zones. Then, numerical simulations were conducted to examine the characteristics of beach deformation due to the variation of the level of the coastal groundwater. As a result, the beach profiles were examined in relation to the wave breaking in the surf zone and the wave uprush and backwash in the swash zone due to the differences in the water levels. This paper also discussed the temporal and spatial distributions of the velocities, vorticities, and suspended sediments in the surf and swash zones with various levels of the coastal groundwater.
참고문헌 (21)
- Bagnold, R. A., "Experiments on a Gravity-Free Dispersion of Large Solid Spheres in a Newtonian Fluid under Shear", Proceedings of the Royal Society of London, 225(1160), pp.49~63 (1954)[DOI]
- Brackbill, J. U., "A Continuum Model for Modeling Surface Tension", Journal of Computational Physics, 100(2), pp.335~354 (1992)[DOI]
- Choi, J., "A Laboratory Experiment on Beach Profile Evolution Induced by Two Wave Conditions Dominated in the Haeundae Coast of Korea", Journal of Coastal Research, 75, pp.1327~1331 (2016)[DOI]
- An Assessment of Reservoir Mixing Process, "Ford, D. E.", U.S. Army Engineer Waterways Experiment Station, ~, pp.Technical Report E-86-7 (1986)
- Germano, M., "A Dynamic Subgrid-Scale Eddy Viscosity Model", Physics of Fluids, 3, pp.1760~1765 (1991)[DOI]
- Hirt, C. W., "Volume of Fluid(VOF)Method for the Dynamics of Free Boundaries", Journal of Computational Physics, 39(1), pp.201~225 (1981)[DOI]
- 허동수, "사각격자체계 수치모델에서의 경사면 처리기법에 관하여", 대한토목학회 논문집B, 28(5), pp.591~594 (2008), 대한토목학회
- Hur, D. S., "Beach Stabilization by the Laying of a Drainage Layer", Science China Technological Sciences, 55(9), pp.2625~2639 (2012)[DOI]
- Hur, D. S., "Three-Dimensional Flow Characteristics around Permeable Submerged Breakwaters with Open Inlet", Ocean Engineering, 44, pp.100~116 (2012)[DOI]
- Hur, D. S., "Characteristics of Wave Run-Up Height on a Sandy Beach behind Dual-Submerged Breakwaters", Ocean Engineering, 45, pp.38~55 (2012)[DOI]
- Kanazawa, H., "Experimental Study on the Effect of Gravity Drainage System on Beach Stabilization", Proceedings of 25th International Conference on Coastal Engineering, pp.2640~2653 (1996), ASCE
- Katoh, K., "Field Experiment on The Effect of Gravity Drainage System on Beach Stabilization", 25th International Conference on Coastal Engineering, pp.2654~2665 (1996), ASCE
- Kraus, N. C., "Fields Experiments on Longshore Sand Transport in the Surf Zone", 18th International Conference on Coastal Engineering, pp.969~988 (1982), ASCE
- 이우동, "파랑-흐름의 상호작용 하에서 지형변동에 관한 3차원 연성 수치모델의 개발", 대한토목학회논문집(국문), 34(5), pp.1463~1476 (2014), 대한토목학회[DOI]
- 이우동, "염분과 온도차에 의한 밀도류 해석을 위한 3차원 동수역학적 수치모델의 개발 및 검증", 대한토목학회논문집(국문), 34(3), pp.859~871 (2014), 대한토목학회[DOI]
- Lilly, D. K., "Proposed Modification of the Germano Subgrid-Scale Closure Method", Physics of Fluids, 4(3), pp.633~635 (1992)[DOI]
- Nielsen, P., "Infiltration Effects on Sediment Mobility under Waves", Coastal Engineering, 42(2), pp.105~114 (2001)[DOI]
- Raffel, M., "Particle Image Velocimetry: A Practical Guide" (1998), Springer Verlag
- Smagorinsky, J., "General Circulation Experiments with the Primitive Equation: I. The Basic Experimen", Monthly Weather Review, 91(3), pp.99~164 (1963)[DOI]
- van Rijn, L. C., "Sediment Transport, Part I: Bed Load Transport", Journal of Hydraulic Engineering, 110(10), pp.1431~1456 (1984)[DOI]
- van Rijn, L. C., "Sediment Transport, Part II: Suspended Load Transport", Journal of Hydraulic Engineering, 110(11), pp.1613~1641 (1984)[DOI]
