파랑 변화에 따른 동해안 맹방 해수욕장 연안 표사수지 파악
Evaluation of Coastal Sediment Budget on East Coast Maeongbang Beach by Wave Changes
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참고문헌
키워드
초록
Numerical simulation of the sediment by the Delft3d model was conducted to examine the changes in the sediment budget transport caused by long-term wave changes at the Maengbang beach. Representative waves were generated with input reduction tools using NOAA NCEP wave data for about 40 years, i.e., from January 1979 to May 2019. To determine the adequacy of the model, wave and depth changes were compared and verified using wave and depth data observed for about 23 months beginning in March 2017. As a result of the error analysis, the bias was 0.05 and the root mean square error was 0.23, which indicated that the numerical wave results were satisfactory. Also, the observed change in depth and numerical result were similar. In addition, to examine the effect due to long-term changes in the waves, the NOAA wave data classified into each of the representative wave grades, and then the annual trend of the representative wave was analyzed. After deciding the weight of each wave class considering the changed wave environment in 2100, the amounts of sedimentation, deposition, and the sediment transport budget were reviewed for the same period. The results indicated that the sedimentation pattern did not change significantly compared to the current state, and the amount of the local sediment budget shown in the present state was slightly less. And there has been a local increase in the number of sediment budget transport, but there is no significant difference in the net and amount of sediment movements.
Abstract
Numerical simulation of the sediment by the Delft3d model was conducted to examine the changes in the sediment budget transport caused by long-term wave changes at the Maengbang beach. Representative waves were generated with input reduction tools using NOAA NCEP wave data for about 40 years, i.e., from January 1979 to May 2019. To determine the adequacy of the model, wave and depth changes were compared and verified using wave and depth data observed for about 23 months beginning in March 2017. As a result of the error analysis, the bias was 0.05 and the root mean square error was 0.23, which indicated that the numerical wave results were satisfactory. Also, the observed change in depth and numerical result were similar. In addition, to examine the effect due to long-term changes in the waves, the NOAA wave data classified into each of the representative wave grades, and then the annual trend of the representative wave was analyzed. After deciding the weight of each wave class considering the changed wave environment in 2100, the amounts of sedimentation, deposition, and the sediment transport budget were reviewed for the same period. The results indicated that the sedimentation pattern did not change significantly compared to the current state, and the amount of the local sediment budget shown in the present state was slightly less. And there has been a local increase in the number of sediment budget transport, but there is no significant difference in the net and amount of sediment movements.
참고문헌 (9)
- Deltares, "Description_and_User_Manual_Input_Reduction_Tool", ~ (2017)
- Deltares, "Delft3D-FLOW User Manual", ~ (2018)
- Deltares, "Delft3D-WAVE User Manual", ~ (2018)
- 김대식, "동해안 해안선과 해빈의 계절적 변화", 대한지리학회지, 50(2), pp.147~164 (2015), 대한지리학회
- 김무종, "수치모델링을 통한 안목해안에서 계절에 따른 지형변동 패턴 분석", 한국연안방재학회지, 5(4), pp.183~192 (2018), (사)한국연안방재학회[DOI]
- "Coast Erosion Status" (2019)[URL]
- "NWW3 Data Access" (2019)[URL]
- Van Rijn, L. C., "General View on Sand Transport by Currents and Waves: Data Analysis and Engineering Modelling for Uniform and Graded Sand (TRANSPOR 2000 and CROSMOR 2000 models)", Delft Hydraulics, The Netherlands, ~ (2000)
- 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, pp.295~327 (2003)
