• 한국항만학회지
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• 제14권4호
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• pp.407-418
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• 2000

Although there are a lot of primary factors to be able to make characters and identities in Pusan South Harbor, Badly Planned development prevented enhancing the sense of place in urban waterfront. The point in the waterfront development is how to secure amenities based on indentity and orientation; node, landmark, edge, path, district. This study aims at developing waterfront area of Pusan South Harbor and attempting to establish an identity through studying characteristics of ‘places’ in Pusan South Harbor. The place consists of two elements; orientation and identity, which can be explained the environmental totality, ‘character’ and ‘space’ respectively. The urban waterfront has strong characteristics which consists of land area, water area, and transit zone combining two areas. The place of Pusan South Harbor is analysed those four elements. We proposed objectives and criteria which can be used in enhancing the sense of this place.

• 한국항해항만학회지
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• 제31권7호
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• pp.579-587
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• 2007

Samchunpo(Sin Hyang) Harbor is located in the bay of Sa Chun, the central south coast of Korean peninsula. The harbor and coastal boundaries have been protecting by natural coastal islands and shoals. Currently, The Sin Hyang harbor needs maintenance and renovation of the sheltered structures against the weather deterioration and typhoon damages. Consequently to support this, the calculation of accurate design wave through the typhoon wave attack is necessary. In this study, calculation of incident wave condition is simulated using steady state spectrum energy wave model(wide area wave model) from 50 years return wave condition. And this simulation results in wide offshore area were used for the input of the extended mild slope wave model at the narrow coastal area. Finally, the calculation of design wave at Sin Hyang harbor entrance was induced by Boussinesq wave model(detail area wave model) simulation. The numerical model system was able to simulate wave transformations from generation scale to shoreline or harbor impact. We hope these results will be helpful to the engineers doing placement, design, orientation, and evaluation of a wide range of potential solutions in this area.

• 한국항만학회지
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• 제15권1호
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• pp.57-74
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• 2001

In the past, the predictions of beach processes and harbor sedimentation were mainly relied on the hydraulic model tests and empirical methods. In recent years, however, as computers have come into wide use, more accurate models have gradually been developed and thus replaced those conventional methods. For prediction of topographical change near the coastal area, we need informations of wave and current conditions in the numerical model which should be calculated in advance. Numerical model introduced in this study combines wave refraction-diffraction, breaking, bottom friction, lateral mixing, and critical shear stress and three sub-models for simulating waves, currents, and bottom change were briefly discussed. Simulations of beach processes and harbor sedimentation were also described at the coast neighboring Bangpo Harbor, Anmyundo, Chungnam, where the area has suffered accumulation of drifting sand in a small fishing harbor with a wide tidal range. We also made model test for the new layout of the harbor and planned south breakwater for preventing intrusion of sand. Although the model study gave reasonable description of beach processes and harbor sedimentation mechanism, it is necessary to collect lots of field observation data, including waves, tides and bottom materials, etc. for better prediction.

• 환경영향평가
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• 제8권3호
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• pp.13-22
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• 1999

Tidal flow and water quality were simulated in this paper to assess environmental impact caused by pier construction projects in Onsan harbor system. The Surfacewater Modeling System (SMS) was applied to the Onsan harbor system, where coastal reclamation and dredging were planned to build the piers. A finite element mesh was constructed and refined to cover the complicated geometry of the Onsan harbor and the proposed reclamation area. The time variable change of tidal height at harbor inlet was given as an input condition to tidal simulation. The water quality simulation was based on the discharge rate of suspended solids at the reclamation area. The simulation results have shown reasonable agreements with real situations in both tidal flow and water quality. According to the proposed plan, tidal flow and water quality were predicted during and after the pier construction. The tidal simulation study showed that there would be no discernible change of tidal current in the harbor except for the dredged area. The water quality simulation, however, predicted that suspended solids would increase significantly near the reclaimed and dredged areas during construction.

• 한국항해학회지
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• 제15권2호
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• pp.87-96
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• 1991

The change of water level at Mokpo Harbour and its adjacent coastal area due to the construction of the Youngsan Estuary Barrage and the Third Land Reclamation Work of estuary barren had been roughly expected. Periodical floods, which occur 2 times per month, are also being observed at the low lying commercial areas near the Mokpo Old Harbor. Although it is said that the highest tidal current component among the tidal current records at the approaching channel to Mokpo Harbor is reduced to 6 kts, because of the esturary barrage, they do not give any precise statement or a deep analysis for the flooding and periodical water level change under certain environmental conditions. Moreover, they never tried the analysis of development plan considering the natural disaster such as typhoon or other extreme conditions. Thus, it is necessary to collect and analyze the data related to floodings, harbor oscillations, currents, and water quality , etc. because of the development considering the extreme condition. Thus, it is necessary to collect and analyze the data related to floodings, harbor oscillations, currents, and water quality, etc. because of the development considering the extreme condition and to evaluate the field observation and measurement, including the numerical model simulation based on the scientific approaches. This study deals the problem of the water level change among the integrated analyses of the coastal area changes. The result can be used for the integrated planning to give a strong foundation and it will contribute to the development of local area.

• 경영과정보연구
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• 제17권
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• pp.67-81
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• 2005

Harbor function has been changed into physical distribution position harbor system for providing most suitable physical distribution service with comprehensive rationalization of international physical distribution over simple loading unloading, and change function by far. Thus, to change our country into advanced economy, the factor of growth obstacles was to be eliminated, or it is so important that the physical distribution base establishment enlarges to improve potential productivity. That is, self effort is needed for physical distribution competition system, adjustable arrangement of physical distribution area, the establishment of comprehensive informations system, physical distribution rationalization. Also, to enforce harbor productivity, harbor should be developed systemically to able to function of comprehensive harbor for enlargement of harbor establishment, the device of advanced harbor function height, the linkage between and city program, harbor operation or investment system provement, harbor technique or international cooperation advancement.

• 환경영향평가
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• 제9권3호
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• pp.215-228
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• 2000

This paper presents a novel method to predict a flushing rate in an embayment system, which can be utilized to assess an environmental impact caused by harbor construction. The method was successfully applied to the Ulsan-Onsan coastal area. The flushing rate was computed on the basis of water quality changes predicted by US Army Corps of Engineers' RMA-2/RMA-4 models. After calibration and verification to the measured tidal elevation and current velocity, the model was used to estimate the flushing rate in the proposed harbor. The water quality was simulated for 96 hours and the flushing rate was computed. The results indicated that the proposed harbor would significantly reduce the flushing rate in the Onsan harbor, especially at the small embayment area near the south breakwater. The flushing rate was evaluated for several alternatives, of which the tidal flow channel of 1,000 $m^2$ in the south pier appeared to be the best mitigation measure. This study proposes that the prediction of flushing rate would be a novel method to assess a water quality impact caused by harbor construction.

• 한국해양학회지
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• 제29권2호
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• pp.132-144
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• 1994

부산항 해역의 지표성 요각류의 분포 및 11∼22개의 분류군에 속하는 동물플랑크 톤 군집을 다양도 및 집괴분석으로 분석하였으며 이들 생물학적 결과를 수온, 염분, COD, TIN의 분포와 연관시켜 부산항 해역의 해양환경을 고찰하였다. 네 무리의 요각류 들이 출현하였으며, 이들은 난류성 외양종무리인 Acrocalanus gacilis, Euchaeta plana, pareuchaeta russell and Pleuromamma gracilis 연안성 저온종인 Centropages abdominalis, 한류성 종인 Metridia lucens, 오염지표종인 Acartia omorii였다. 부산 항 외항의 경우, 10월에는 난류 외양성 종들이, 1월과 4월에는 연안 저온성종들이 우 세하였다. 내항으로 접근할수록 오염지표종인 Acartia omorii의 분포가 우세하였으며 COD 및 TIN의 분포 또한, 외항에서 내항으로 가면서 높아지는 경향을 나타내었다. 반 면에 다양도는 외항에서 내항으로 가면서 낮아지는 경향을 나타내었다. 집괴분석에서 10월과 7월에는 3개의 해역으로 그리고 1월과 4월에는 2개의 해역으로 나뉘어졌다. 해 역 I로 대벌되어진 부산 외항 해역은 외양수의 영향을 받는 해역으로 다양도가 높으 며, A. omorii의 밀도가 낮고 요각류의 조성률이 높게 나타났다. 외항에서 내항으로 가면서 대별되어 진 해역 II와 III은 해역 II에서 III으로 가면서 점차적으로 다양도 가 낮아지며, A. omorii의 밀도는 높아지는 특성을 나타내었다. 또한, 요각류의 조성 률이 낮아지며, 4월에는 해역 II에서 원생동물인 Noctiluca scintillans가 최우점군이 였다. 그리고 7월에 해역 III에서는 지각류가 취우점군이였다. 지표성 종들의 분포와 집괴분석에서 나뉘어진 해역은 해양 환경과 밀접한 관계를 나타내었다.

• 한국수자원학회논문집
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• 제48권1호
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• pp.45-55
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• 2015

본 연구에서는 연안지역의 방재를 위하여 외해에 방조제를 설치하였을 때 유입하천의 홍수량을 고려하여 만내의 2차원 수리분석을 실시하였다. 대상지역으로 영산강과 목포항 해역을 선정하였으며, 먼저 영산강 살리기 사업으로 인한 하상준설 및 하도변화에 따른 영산강의 수위영향을 검토하기 위하여 HEC-RAS 모형을 적용하여 1차원수리분석을 실시하였다. 또한, 전세계적으로 사용되고 범용 및 상용화 되어있는 2차원 동수역학 모형인 SMS의 CMS-Flow 모델을 이용하여 외해에 Harbor Gate 설치를 통한 2차원 수리분석을 하고, 영산강의 홍수량에 대한 수리학적 흐름의 특성을 분석함으로써 2차원 모형의 적합성을 검토하였다. 2차원 수리분석은 방조수문 설치 유 무와 내수경계조건으로 영산강 유입량 적용 유무을 고려한 4가지 경우에 대하여 외해 경계조건을 부여하여 실시하였으며, 2차원 모형의 적용 결과 방조수문 설치로 인하여 목포항 해역의 해수면 변화는 영산강 하구둑의 방류량이 지배적이며, 방조수문과 하구둑에 의해 만들어진 저수지의 용적량이 방류량의 용적에 비해 많이 부족하므로 방조수문 설치시 영산강 하구둑과 방조수문의 유기적인 운영이 필요하다고 판단된다.

• 한국항만경제학회지
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• 제27권3호
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• pp.179-206
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• 2011

우리나라 수출입화물의 주요 관문이었던 마산항이 최근 들어 침체와 위기를 벗어나지 못하고 있다. 즉, 인접 대형항만(신항)의 건설에 따른 물동량의 감소, 항만시설의 노후화, 친수 공간의 부재 등 항만발전에 따른 여러 가지 문제점이 제기되고 있다. 따라서 마산항의 지속적 발전을 위해서는 항만시설의 현대화, 구항의 재개발과 친수공간의 확충, 그린포트의 구축과 관광항만의 개발을 조속히 추진하는 한편, 새로운 고부가가치 항만으로 발전되어야 할 것이다. 향후 마산항의 활성화를 위해서는 중량화물 및 대형화물의 물류전문항으로 특화하는 차별화 전략을 적극 추진하여야 할 것이다.