해안매립이 해양의 동수력학, 환경 및 생태계에 미치는 영향을 분석하기 위하여 3차원 동수력학 수치해석을 실시하였다. 이 연구에서는 방조제 건설에 따른 조석, 바람 및 밀도변화 성분을 포함한 조류와 잔차류의 변화를 수치모의 하였다. -좌표로 변환된 지배방정식은 음해유한차분법을 이용하여 해석하였다. 수치모형은 조석의 4대 주요 구성성분인 M, S, 및 의 조석표를 이용하여 검증하였다. 수치해석결과, 주로 조석 및 바람에 의한 잔차류의 변화가 큰 것으로 나

목포항 인접해역은 영산강 하구둑과 영암-금호방조제 건설로 인하여 많은 변화를 가져왔다. 특히, 영산강 하구둑과 영암-금호방조제 방류에 의한 영향은 조류속 변화와 퇴적특성 변화와 같은 환경적 영향을 초래하기 때문에 중요하다. 본 연구에서는 영암-금호방조제, 영산강 하구둑 방류현황을 수집·분석하고, 이를 바탕으로 하여 기존의 수치모형실험에서 간과되어 온 방류와 관련된 각종 실험계수를 재조정하여 수치모의론 수행하여 인근 해역 특성을 분석하였다. 영암-금호방조제에서의 방류량에 따른 조류변화를 파악하였으며 이에 기초하여 퇴적특성 변화를 비교한 결과, 조류 순환과 밀접한 관련이 있음을 알 수 있었다.

During the performance of large scale tidal land reclamation project along the coast line, the construction of large scale structures such as sea-dikes, closing estuaries will induce big changes of near-shore hydraulic behavior. In this paper, its is aimed to verify the change of tide and currents after the construction of sea-dike of the Saemangeum project along the coast line. Numerical scale model "TRISULA" which development by Delft Hydraulics in the Netherlands was used. "TRISULA" is adopting the finite difference numerical scheme, and mostly using for hydro-dynamic solution along the sea and estuaries. Model boundary is covering 100×170 Km and constructed with 133×337 grids. Outer side boundary is divided 48 sections, and input 37 tidal components are gained from another big scale numerical "Yellow Sea" model. Model calibrations & verifications were performed th field tide & current datas which were measured along sea-dike alignment during Aug. 1997~Apr. 1999. And then, numerical simulation with the tide condition dated 17 Apr. 1999 was performed with & without sea-dike construction condition for the comparison. Evaluated boundary is 20 km out-side from sea-dike alignment. Four cross lanes were set up, each of lane contains 3 points, for the comparison of sea-dike construction effects. Results showing the tidal amplitude is reducing approximately 20 cm after the construction of sea-dike during spring tide condition, amplitude 6.9m. Currents after construction of sea-dikes along the alignment, the northern part shows 50%(inner), 90%(outer) and the southern part shows 10%(inner) 50%(outer) of the currents before construction.

It is essential for port planning, coastal zone management and environmental impact study to analyze the variation of current and water quality due to the development of water area and discharged water from estuary barrage and basin etc. Mokpo sea area downstreams from a long river and two large basins, the Yongsan river and Yongam-Kumho basins discharging much of water through water gates for the purpose of flood control and prohibition of salt intrusion to the inland fresh water area. In this study, the numerical calculations were carried out for the analysis of diffusion characteristics due to discharging operation, adapting the results of tidal current simulation ADI methord is applied to the governing equation for the movement of sea water and diffusion and 6-point method to the advection terms of diffusion equation. As the results of this study, it is known that the discharging operation causes increasing and/or decreasing of current velocity and enlarging and/or depressing of pollutant diffusion limits depending on the distance from the discharging gates and the mode of discharging operation. To utilize these result, the linked gate operation and the method increasing exchange of sea water must be considered.

Mokpo coastal area is connected to the adjacent a long river and two large basins. It is essential for port planning coastal zone management and environmental impact study to analyze the data related to the ship operation and variation of current and water quality due to the development of water area including dredging reclamation and estuary barrage. The Yongsan river estuary weir and Yongam-Kumho basins discharge much of water through water gates for the purpose of flood control and prohibit salt intrusion at the inland fresh water area. To meet this purpose discharge through the gates have been done at the period of maximum water level difference between inner river and sea level. This discharged water may cause the changes of current pattern and other environmental influences in the vicinity and inner area of semi-closed Mokpo harbor. In this study ADI method is applied to the governing equation for the analysis of the changes on current pattern due to discharged water. As the results of this study it is known that the discharging operation causes many changes including the increase of current velocity at the front water area at piers approaching passage and anchorages. Discussion made on the point of problems such as restricted maneuverability and the safety of morred vessels at pier and anchorage. To minimize this influence the linked gate operation discharging warning system and laternative mooring system are recommended.