• 한국항해항만학회지
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• 제29권7호
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• pp.627-634
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• 2005

Gunsan-Janghang Harbor is located at the mouth of Gum River, on the central west coast of Korea The harbor and coastal boundaries are protected from the effects of the open ocean by natural coastal islands and shoals due to depositions from the river, and two breakwaters. The navigation channel commences at the gap formed by the outer breakwater and extends through a bay via a long channel formed by an isolated jetty. For better understanding and analysis of wave transformation process where a wide coastline changes appear due to on-going reclamation works, we applied the spectral wave model including wind effect to the related site, together with the energy balance models. This paper summarizes comparisons of coastal responses predicted by several numerical wave predictions obtained at the coastal waters near Gunsan-Janghang Harbor. Field and numerical model investigations were initially conducted for the original navigation channel management project. We hope to contribute from this study that coastal engineers are able to use safety the numerical models in the area of port and navigational channel design.

• 한국수산과학회지
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• 제36권5호
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• pp.535-540
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• 2003

Based on the monthly weather report of Korea Meteorological Administration (KMA) and daily sea surface temperature (SST) data from National Fisheries Research and Development Institute (NFRDl) (1991-2001), mean heat fluxes were estimated at the Gunsan harbor Net heat flux was transported from the air to the sea surface during March to early September, and it amounts to $125\;Wm^{-2}$ in average daily during May to June. During the middle of September to February, the transfer of net heat flux was conversed from the sea surface to the air with $-125\;Wm^{-2}$ in mininum value in October. Short wave radiation was ranged from 50 to $248\;Wm^{-2}$ showing maxima in April to June. Long wave radiation was ranged from 25 to $92\;Wm^{-2}$ with mininum value in June to July. Sensible heat flux denoting negative values in April to August was ranged from -30 to $72\;Wm^{-2}.$ Latent heat flux was ranged from 15 to $82\;Wm^{-2}$ with maxima in August to September. The phase of heat exchange was changed from cooling to heating in the end of February, and from heating to cooling In the beginning of September. The advective term of heat flux showed minima in April to June and maxima in November. The ratio of temperature variations was 1.37 in the sea surface process and the horizontal process by advection. This indicates that the main factor in variation of temperature at Gunsan harbor is the heat exchange process through the sea surface from the air.

• Fisheries and Aquatic Sciences
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• 제15권4호
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• pp.345-352
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• 2012

To predict catches of Pacific anchovy Engraulis japonicus larvae, anchovy eggs were collected in the coastal waters off Gunsan, Korea, in the Yellow Sea during the main spawning season (June to July) from 2003 to 2009. A ring net was repeatedly towed vertically at 10 stations during the daytime to sample eggs. Catch data estimated by auction sales were obtained from the Fisheries Cooperatives Union of Gunsan City and daily water temperature data in the outer harbor of Gunsan City during the survey periods were obtained from the National Oceanographic Research Institute. A significant relationship was found between anchovy egg density from June to July and larval catch from July to October in the same year. Catch of anchovy larvae in Gunsan were also high when optimal growth temperatures were recorded in the coastal waters off Gunsan in July. Although the recruitment success or failure of anchovy larvae can be predicted from variability in egg density, we suggest that mean daily water temperature is a more efficient indicator for predicting variability in catches of larval anchovy in the Yellow Sea.

• 물과 미래
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• 제9권1호
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• pp.86-100
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• 1976

To study influences on the downstream, and the Gunsan harbor by setting up estuary of the Gumgang, available data which were collected from the measuring stations which were established within the river basin of which results attained are as follows: 1. The discharge can be calculated as the relationship between the discharge and precipitation in the basin is $R=4{\times}10^{-4}p^2$ or R=P-600 2. The discharge flow in to small resevoirs in the basin can be estimated as $QR=QS\frac{PR-600}{PS-600}(\frac{AR}{AS})$ 3. This daily average discharge at Kongju is 31% less than the during maximum probable discharge and that in Okcheon is 48% less than the daily maximum probable flood. 4. The maximum probable flood from the small stream in the basin can be estimated by a $Q=82.45A^{0{\cdot}464}$ 5. Sediments can be computed with Qs (suspended load)=1.41 $Q^{1{\cdot}42}$ and Qb (bed load)=165.2 $Q^{0{\cdot}705}$. 6. By setting up the specific estuary the tidal movement will be reduced to 93.6% on the average and the sedimentation is reduced to 96.0%. Upon review of overall analysis, the dead wate level of estuary of Gumgang will completely sedimented in next 30 years, therefore, the dredging work at Gunsan harbor is reduced to 73.6%, it is considered that life length will be extended about 52years taking account the existing condition.

• 해양환경안전학회지
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• 제29권2호
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• pp.177-187
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• 2023

「선박안전법」은 선박의 감항성(堪航性, Seaworthiness) 유지 및 안전운항에 필요한 사항을 규정하고 있으며, 이와 관련해서 이 법 제10조에서는 선박소유자가 선박검사를 받은 후 해당 선박의 선박검사증서에 적혀 있는 내용을 일시적으로 변경하고자 하는 경우에 임시검사를 받도록 하고 있다. 이와 같은 조치는 이 법 제15조에 따른 선박검사 후 선박의 상태유지에 따른 것으로 여기에는 「항만법」 제39조제1항에 따른 "항만건설작업선"을 포함하고 있다. 그러나 항만건설작업선은 본래 부선(艀船)과 동일한 운용체계를 보이고 있음에도 불구하고 「선박안전법」을 적용받지 아니하고 「건설기계관리법」에 따른 등록 및 검사·점검을 받아오다 2012년 12월 14일 울산항만 내에서 작업 중 발생한 "석정36호" 침몰사고를 발단으로 2016년 「항만법」이 개정되면서 「선박안전법」에 추가해서 적용받게 된 점 등을 고려할 때 항만건설작업선을 「선박안전법」에서 정하고 있는 모든 규정을 따르도록 적용하는 것은 현실적 한계가 있다 할 것이다. 이에 따라 본 논문에서는 항만건설작업선의 개념, 등록, 작업구역, 검사규정, 임시변경 적용사례 등을 통한 작업특성 및 실제 항만건설작업선의 「선박안전법」 적용범위와 관련해서 논란이 되고 있는 사항 등에 대해 살펴보고, 또한 「항만법」의 개정에 따라 항만건설작업선을 「선박안전법」의 검사대상으로 편입하게 된 입법취지 등을 통해 「선박안전법」 제10조에서 규정하고 있는 임시검사 중 "임시변경"에 관한 사항을 적용하는데 있어서의 그 적정범위를 제시하고자 한다.

• 한국해안·해양공학회논문집
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• 제25권3호
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• pp.154-164
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• 2013

본 연구에서는 원전부방파제 및 통영부방파제의 단면을 기본형으로 하여 그들의 소요재료량에 비해 변화가 작은 범위내에서 연직커튼판의 모양과 위치의 변화 및 수평판의 부착 유무에 따른 여러 가지 형식의 부방파제를 검토하여 원전부방파제보다 장주기측에서 파랑제어성능이 우수한 신형식부방파제를 고안 및 제안하였다. 그리고, 본 연구의 신형식부방파제를 마산시 원전항에 원전부방파제의 대신에 적용한 경우 보다 장주기파랑을 효과적으로 제어하여 항내전달파고를 저감시키고, 따라서 항내정온도를 향상시킬 수 있다는 것을 확인할 수 있었다.

• 한국환경과학회지
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• 제15권10호
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• pp.951-960
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• 2006

The eco-hydrodynamic model was used to estimate the environmental capacity in Gamak Bay. It is composed of the three-dimensional hydrodynamic model for the simulation of water flow and ecosystem model for the simulation of phytoplankton. As the results of three-dimensional hydrodynamic simulation, the computed tidal currents are toward the inner part of bay through Yeosu Harbor and the southern mouth of the bay during the flood tide, and being in the opposite direction during the ebb tide. The computed residual currents were dominated southward flow at Yeosu Harbor and sea flow at mouth of bay, The comparison between the simulated and observed tidal ellipses at three station showed fairly good agreement. The distributions of COD in the Gamak bay were simulated and reproduced by an ecosystem model. The simulated results of COD were fairly good coincided with the observed values within relative error of 1.93%, correlation coefficient(r) of 0.88. In order to estimate the environmental capacity in Gamak bay, the simulations were performed by controlling quantitatively the pollution loads with an ecosystem model. In case the pollution loads including streams become 10 times as high as the present loads, the results showed the concentration of COD to be $1.33{\sim}4.74mg/{\ell}(mean\;2.28mg/{\ell})$, which is the third class criterion of Korean standards for marine water quality In case the pollution loads including streams become 30 times as high as the present loads, the results showed the concentration of COD to be $1.38{\sim}7.87mg/{\ell}(mean\;2.97mg/{\ell})$, which is the third class criterion of Korean standards for marine water quality. In case the pollution loads including streams become 50 times as high as the present loads, the results showed the concentration of COD to be $1.44{\sim}9.80mg/{\ell}(mean\;3.56mg/{\ell})$, which is the third class criterion of Korean standards for marine water quality.

• 대한토목학회논문집
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• 제1권1호
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• pp.1-8
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• 1981

하구(河口)는 해수(海水)와 담수(淡水)가 만나는 아주 복잡(複雜)한 지점(地點)으로 하구(河口)에서의 염도분포(鹽度分布)에 대한 수리학적(水理學的)인 일반적(一般的)인 해석(解析)은 대단히 어렵기 때문에 본(本) 연구(硏究)에서는 현지관측(現地觀測)을 통(通)하여 염도(鹽度)의 분포특성(分布特性)을 알기 위하여 조차(潮差)가 큰 군산(群山) 외항(外港)부근의 3지점(地點)에서 조석일주기(潮汐一週期)동안 1~1.5시간 간격으로 연속적(連續的)으로 현지관측(現地觀測)을 실시하였으며 분석결과(分析結果) 다음과 같은 몇가지 결론(結論)을 얻었다. 1. 염도(鹽度)와 전기전도도와의 비(比)가 0.5~1.0 사이에 대부분(大部分)이 산만하게 분포(分布)되어 있음이 재확인(再確認)되었다. 2. 염도(鹽度)는 만조시(滿潮時)에 가장 크고 만조(滿潮)에서 간조(干潮)로 됨에 따라 점점 작아져서 간조후(干潮後) 0~2시간(時間) 사이에 가장 작았다. 3. 금강하구(錦江河口)의 밀도류(密度流)는 대체로 강혼합형(强混合型)이었고 유량(流量)이 클 때는 완혼합형(緩混合型)이었다. 4. 연직염도분포(鉛直鹽度分布)에 파고(波高)의 영향은 별(別)로 없었다. 5. 최대연직염도차(最大鉛直鹽度差)는 대체로 10g/l 이하(以下)였으며 최소치(最少値)가 나타나는 시기(時期)는 대조시(大潮時)에는 간조후(干潮後) 0~2시간후(時間後)였고 소조시(小潮時)에는 만조후(滿潮後) 2~3시간(時間) 후(後)에 나타났다.

• 한국산학기술학회논문지
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• 제22권4호
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• pp.601-610
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• 2021

해안구조물 설치 전, 후의 금강하구역 해수유동 양상을 CASE별로 비교하기 위해서 수심적분된 그리고 조간대 처리기법이 적용된 해수유동 수치모형인 FLOW2DH를 사용하였다. 실험조건은 해안구조물 설치 전(CASE1), 해안구조물 설치 후(CASE2), 배수갑문운영 추가(CASE1Q, CASE2Q) 및 현재 상태(CASE3)로 구성된다. CASE1의 경우, 자연형 하구의 안정화된 해수유동 양상을 보여주고 있고, CASE2의 경우, 설치된 해안구조물들로 인하여 금강하구역의 유속 및 유향에 변화가 발생하였다. 특히, CASE2의 개야수로 구간(P5~P9)은 CASE1과 대비하여 유속이 10~30% 크게 계산되었다. 금강하굿둑과 가장 가까운 군산 내항(P4)의 경우는, CASE1Q와 CASE2Q의 낙조 시 2.7시간의 배수갑문의 방류로 인하여 낙조 유속이 다른 CASE들과 비교하여 약 250~300% 빨라졌다. 이는 퇴적물이동에 영향을 줄 것이고, 나아가 해저지형변화를 야기할 것으로 예측된다. 현재 상태인 CASE3의 경우, 금강하구와 주변 해안역의 유속과 유향을 검토한 결과 안정화 단계로 접어들고 있는 것으로 판단된다.