• 한국수산과학회지
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• 제30권6호
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• pp.964-973
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• 1997

A tidal prism eutrophication model, an one-dimensional intertidal model, is developed to study water quality conditions at small coastal basins and tidal creeks. The model simulates the physical transport processes using the concept of tidal flushing. The concept is simple and straightforward, and thus is ideal for small coastal basins with complex geometry. The model, having twenty-four state variables in the water column, simulates salinity, temperature, dissolved oxygen, three algal groups, and the cycles of carbon, nitrogen, phosphorus and silica. The model is applied to the Lynnhaven Bay, a small coastal basin of Chesapeake Bay in U.S.A. The model is calibrated using the field data collected in 1994, and then is verified using the independently collected data in 1980. The model overall gives a good reproduction of the field data, partly owing to the data collected from the field surveys specifically designed for the model application. This paper presents the procedure, and the results of the model calibration and verification.

• 한국수자원학회논문집
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• 제55권11호
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• pp.865-875
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• 2022

서해안에 위치한 구시포 해안에서 구조물 설치가 해수유동의 변화에 미치는 영향을 해석하기 위해 조석·조류의 현장관측과 EFDC 모형을 이용하여 수치모형실험을 수행하였다. 해수유동 모델의 재현성을 검토하기 위하여 조석·조류의 모델 결과와 현장관측 결과를 비교·검증하였으며, 검증결과 비교적 서로 잘 일치하는 것으로 나타났다. 구시포 해수욕장 전면해역에서 최강 유속분포는 약 20~40 cm/sec이고, 해수욕장 외해에서는 60~80 cm/sec로 나타났다. 구시포 해안에서 전형적인 해수유동 패턴은 등수심선에 평행하며, 창조시에는 북동방향으로 유입하고, 낙조시에는 남서방향으로 유출되는 특성을 보였다. 구조물의 설치로 인한 조류의 유속 및 유량의 변화율을 대조기 24시간 동안 평균유속을 이용하여 산출하였다. 전반적인 유속의 변화는 구조물의 설치로 인하여 차폐된 해역은 유속이 크게 감소하고, 구조물의 외해 영역에서는 유속이 증가하는 경향이 뚜렷하게 나타났다. 구시포 해안의 해수유동 변화에 영향을 미치는 각 구조물의 영향은 초기상태(모든 구조물 설치전)를 기준으로 했을 때, 유량의 변화율은 ① 현 상태(방류제·돌제, 구시포항·연륙교 설치)에서는 약 28.4%, ② 방류제·돌제만 있을 경우는 약 21.3%, ③ 구시포항·연륙교만 있을 경우는 약 9.8% 감소하는 것으로 나타났다.

• 한국환경보건학회지
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• 제20권2호
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• pp.39-54
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• 1994

Dry and wet deposition samples were continuously collected by deposit gauge. In Bulkwang area of Seoul and Kanghwa in west coastal area of Korea. In order to evaluate the level of air pollution and its chemical composition, Bulkwang area located in Seoul and Kanghwa in west coastal area were chosen for sampling site. dry deposition concentrations, pH, electric conductivity and water soluble ion concentrations of deposit gauge were analysed. The results of comparison between urban area and coastal area were summarized as follows. Mean concentrations of dry deposition in Bulkwang was 2.807 ton/km$^2$/month (range: 5.171~1.128 ton/km$^2$/month) while that in Kanghwa was 1.990 ton/km$^2$/month (range: 3.358 ~ 1.084 ton/km$^2$/month), which showed a significant difference between two areas. The rainfall during the period from June to September in 1990 recorded 1859.7 mm which was 78.8% of its mean amount in Seoul, and 1846.9 mm which was 81.6% that of Kanghwa. In Bulkwang area, correlation coefficients of deposit chemical composition were 0.95 for SO$_4^{-2}$ and Na$^+$, 0.94 for SO$_4^{-2}$ and NH$_4^+$, 0.93 for CI$^-$ and NH$_4^+$ and 0.85 for Cl$^-$ and Ca$^{2+}$, respectively. Then, the results indicate that sulfates such as $Na_2SO_4$, $(NH_4)_2SO_4$, and CaSO$_4$ were the major chemical state of deposit. In Kanghwa area, it was considered that NaCl, $NH_4NO_3$, NaNO$_3$, and $Ca(NO_3)_2$ were the major chemical state of deposit.

• 생태와환경
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• 제44권4호
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• pp.337-346
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• 2011

We investigated nutrient loading and trophic states in a coastal estuarine system in the Asan estuary by assessing phytoplankton biomass and using the trophic index (TRIX). The monthly and yearly nutrient loading (TN, TP) from freshwater discharge from the Asan and Sapgyo reservoirs into the estuary were estimated and analyzed with related factors. Monitoring data (physio-chemical and biological variables) collected at five estuary stations were used to assess trophic states. Descriptive statistics of total phytoplankton cells, chl a concentrations and primary productivity were also used to assess seasonal trophic status. N loading from freshwater ranged $1.0{\sim}1.3{\times}10^4$ ton yearly. The yearly P loading ranged between 350 and 400 ton during 2004~2006, increasing to 570 ton in 2007. Regression results suggest that DIN and DSi were correlated with freshwater discharge at the upper region. Based on phytoplankton biomass and total cell abundance, the trophic state of the estuary was found to be eutrophic during spring due to phytoplankton bloom. Primary productivity level was remarkably high, especially in summer coinciding with high nutrient loading. Pheopigments increased during warm seasons, i.e. summer and fall. Trophic index results indicate that the trophic state varied between mesotrophic and eutrophic in the estuary water body, especially in the upper region. The results suggest that phytoplankton production was regulated by nutrient loading from freshwater whereas biomass was affected by other properties than nutrient loading in the Asan Estuary ecosystem.

• 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.

• 한국해안·해양공학회논문집
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• 제33권6호
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• pp.374-382
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• 2021

5.5 MW 해상풍력터빈을 위해 새로 개발된 펜타팟 석션버켓 지지구조물의 극한한계상태 위험도 평가를 진행하였다. 유의파고, 유의파 주기, 조류속 등 해양 환경조건을 고려한 세굴확률을 위험(hazard)으로 산정하였다. 석션버켓 지지구조물 기초의 극한한계상태 파괴기준을 적용하여 세굴 깊이에 따른 취약도를 산정하였다. 극한한계상태는 기초구조물의 지지력을 이용하여 정의하였다. 해저드와 취약도를 이용하여 펜타팟 석션버켓의 위험도를 산정하였다.

• Ocean and Polar Research
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• 제37권3호
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• pp.211-223
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• 2015

Korean society has been recently promoting the restoration of coastal wetlands. These efforts might become the basis of a policy framework that compensates for the limitations of a regulation-oriented policy such as the designation of Marine Protected Areas (MPAs). The shift in government policy could contribute to strengthening the socioeconomic infrastructure of coastal development through the accumulation of ecological capital. Although our scientific efforts and social demands in regard to the ecological restoration of the coastal wetlands have increased during the past years, the bases for restoration in Korea requires that scientific, technological, financial, social and legal aspects be enhanced. The present study re-examined the concept and attitudes behind coastal wetland restoration in the light of changing circumstances in Korea. Herein, we first defined coastal wetland restoration as "An act of recovering the functions of the ecosystem of coastal wetlands to a state that resembles conditions prior to being damaged." Next, this study discussed the limitations and future directions of such restoration efforts based on the descriptive analyses of recent restoration practices from social, economic, and technological aspects. Finally, we suggest future policy directions regarding coastal wetland restoration on the basis of a PFST (Policy, Financial, Social, and Technological) analysis; 1) re-arranging legal mechanisms, 2) setting multi-dimensional restoration goals, 3) establishing a multi-discipline- and convergence based R&D system, 4) linking spatial management and local development to the restoration, 5) building restoration governance at the local level, 6) implementing an ecosystem service payment system, and 7) applying test-bed projects in accordance with proper directions.

• 한국해안해양공학회:학술대회논문집
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• 한국해안해양공학회 1995년도 정기학술강연회 발표논문 초록집
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• pp.108-109
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• 1995

Hypoxia has persisted during summer in the bottom water of the lower portion of the Rappahannock Estuary, a western shore tributary of Chesapeake Bay. A laterally integrated two-dimensional, real-time model, consisting of linked hydrodynamic and water quality models, was developed to study the contributing processes for hypoxia. The hydrodynamic model gives the information of physical transport processes, both advective and diffusive, to the water quality model, which simulates the spatial and temporal distributions of eight water quality state variables. (omitted)

• 한국해안해양공학회:학술대회논문집
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• 한국해안해양공학회 1993년도 정기학술강연회 발표논문 초록집
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• pp.1-8
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• 1993

한국해양연구소는 1973년 설립이래 서해안 조력발전 사업을 계속 해 왔다. 본 논문에서는 최근 조력발전사업의 해외동향, 특히 Rance 발전소 가동 실적, 영국의 Severn, Mersey강 하구 조력발전 타당성 검토사업 결과를 근간으로 하여 그간 이룩된 각종 기술의 개발 동향을 소개한다. 국내에서의 조력발전소 건설 타당성 검토는 1920년대 후반부터 시작되었다. 검토대상 지점은 경기도 강화군 남서쪽 동검도 일대의 해역이었으며 강화도 외측 조력발전 개발안이 처음으로 제안되었다. (중략)

• 한국해안해양공학회:학술대회논문집
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• 한국해안해양공학회 1992년도 정기학술강연회 발표논문 초록집
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• pp.69-71
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• 1992

The local horizintal flux of tidal energy is characterized by the surface density $\omega$ = $\rho$ g h ζ u ($\rho$ - sea water density, g - gravitation, h - depth, ζ - tidal surface elevation, u - vertically averaged tidal current velocity vector). In general the flux vector $\omega$ comprises active and reactive components whose relation determines the local structure of a tidal wave.(omitted)