• Fisheries and Aquatic Sciences
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• 제6권3호
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• pp.149-154
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• 2003

The characteristics of pollutant loads from the various sources and seawater quality in Kwangyang Bay were evaluated. Total flow rate was estimated to be $10,868,066.8 m^3/day$ with a flow rate of R2l (the Seomjin River) as the highest one. Total COD, TN and TP loads of the input rivers and the ditches were about 27,591.8, 25,029.6 and 586.4 kg/day, respectively. Wastewater discharging loads was the greatest contributors to pollutant loads in the inner part of Kwangyang Bay. COD values in the inner part of the bay was over 3.0 mg/L, which exceeded the seawater quality criteria III of Korea. The average values of DIN and DIP were 8.62 ${\mu}gN/L\;and\;1.26\;{\mu}gP/L$, respectively. The limiting factor for algal growth was DIN. In he total discharging loads of the watershed from unit loading estimations, BOD, TN and TP were 9,132.3, 2,727.2 and 304.2 kg/day, respectively. In addition, municipal sewage by the population as pollution sources and the city of Kwangyang as administrative district had the highest loads. For a appropriate water quality recovery of Kwangyang Bay, it is suggested that it is essential to estimate reduction rate of total pollutant loads by water quality modeling.

• 한국환경과학회지
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• 제5권1호
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• pp.15-23
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• 1996

During the last two decades, many industrial complexes for heavy and chemical industries have been established along the Korean coastline, thereby increasing the pollution materials burden on the coastal environment of seawater. Masan Bay is one of the most polluted coastal areas in Korea and the main soures of pollutants are domestic and industrial wastewater from Masan, Changwon. This study was aimed to evaluate relationships among the physicochemical parameters in the bottom water of Masan bay and to examine environmental factors affecting to pollutions of seawater by factor analysis. 'rife factor loading, 1 is showed higher increasing inclination after 1989 year in station 1. The variance of pollutant materials is showed 43.7% in which the coastal inflow water is indicated external loadings(factor 1 : NO3--N, TN, factor 4 : SiO2-Si) corresponded to domestic sewage, industrial wastewater, and earth-sands in the bottom water of Masan bay And the internal loadings(factor 2 : SS, salinity, factor 3 . W.T., DO) are explained 33.8%'corresponded the phenomena of sedimentary layer and oxygen concentration. Therefore, The external loadings are explained by the higher factor pollutantal variance in Masan bay.

• Fisheries and Aquatic Sciences
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• 제8권3호
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• pp.167-176
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• 2005

Atmospheric deposition and riverine waters were sampled throughout a year, to estimate the loading fluxes of polycyclic aromatic hydrocarbons (PAHs) into the Masan Bay and its vicinity, Korea. Atmospheric deposition fluxes of total PAHs in the surveyed area varied from 62.2 to 464 ${\mu}g/m^2/year$. Concentration of total PAHs in water samples from six rivers ranged from 34.6 to 239 ng/L. Contribution of the carcinogenic PAHs to the total PAHs occupied $38\%$ and $50\%$ for atmospheric deposition and river waters, respectively. Atmospheric deposition fluxes and water concentrations of PAHs were slightly low or moderate to those in locations from some countries. Correspondence analysis was used to investigate the loading characteristics of PAHs according to transport routes. Atmospheric deposition samples were corresponded to higher molecular aromatics of PAHs, while riverine water samples were associated with lower molecular weight of PAHs. The results indicate that the higher-molecular-weight PAHs can be primarily transported by atmosphere deposition and the lower-molecular-weight PAHs can be mainly contaminated by riverine discharge into the Masan Bay and its vicinity. Loadings fluxes of PAHs into the Masan Bay and its vicinity were 39.2 g/day via atmosphere and 10.3 g/day via rivers, showing that atmospheric input was about 4 times higher than riverine one. Therefore, in order to minimize the contamination burden of PAHs from terrestrial sources to the Masan Bay and its vicinity, the control and management of PAHs deriving from atmosphere will be necessary.

• Steel and Composite Structures
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• 제19권1호
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• pp.223-236
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• 2015

Despite the proliferation of the industrial application of steel tubes, the effect of collision on the surface of steel tubes subject to cyclic loading has largely remained untouched. This paper studies the fatigue behavior of steel tubes which are impacted by an external object. A dent imperfection caused by a collision was modeled and fatigue tests were conducted using a MTS machine. Fatigue life as well as the failure modes were thoroughly discussed in a way that the fatigue life of the dented tubes with similar geometrical specifications at full-scale can be generalized.

• 한국수산과학회지
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• 제29권6호
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• pp.779-786
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• 1996

The main purpose of this study was to estimate the role of dissolved inorganic nitrogen (DIN) released from sediment and denitrification process in sediment on the nitrogen budget of Hiroshima Bay by means of collecting data on distributions and budgets of nitrogen and phosphorus in the bay, DIN fluxes across sediment-water interface and denitrification rates in the sediments of the same area. The TN : TP and DIN:DIP atomic ratios of the discharged freshwater were about 26 and 21, respectively. The standing stocks in the seawater of the TN : TP atomic ratio varied from 8 to 14 with an annual mean value of 11, while the DIN : DIP atomic ratio varied from 10 to 15 with an annual mean value of 12 in the bay. The residence time of nitrogen and phosphorus were estimated to be about 109 days and 200 days in the bay, respectively. The proportion of DIN released from sediment and denitrification rate to the loading of total nitrogen into Hiroshima Bay were $45\%\;(37\~82\%)\;and\;13\%(0.0\~37\%)$, respectively, and the amount of nitrogen through denitrification process was 6.5 times larger than the outflow of nitrogen from the bay. The results show that DIN released from sediment and denitrification process in sediment play important roles on the nitrogen budget in Hiroshima Bay.

• 해양환경안전학회지
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• 제15권4호
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• pp.275-282
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• 2009

PAHs(다환방향족탄화수소) 화합물은 해양환경으로 다양한 경로를 통해 유입되며, 연안역과 하구역에 있어서는 도시화와 산업활동 중 연소에 의하여 발생되어 주로 대기와 하천을 통하여 유입된다. 유입된 PAHs 화합물은 잠재적으로 해양 수서환경 생물에 대해서 발암 및 돌연변이를 일으키고 있다. 따라서 PAHs 화합물의 오염이 예상되는 진해만에 유입되는 주요하천에서 PAHs 화합물의 분포특성과 유입부하량을 조사하여 PAHs 화합물의 오염특성을 파악하였다. 진해만으로 유입되는 주요 하천수 및 하수처리수에서 용존 Total PAHs 화합물의 농도범위와 평균값은 9.79~128.25 (평균 36.94)ng/L를 나타내었으며, 부유입자물질 중 Total PAHs 화합물의 농도범위와 평균값은 1,814.34~8,893.37(평균 4,657.73)${\mu}g$/kg dry wt.로 나타났다. 용존 PAHs 화합물과 부유입자물질 중 PAHs 화합물 모두 유사하게 도시화와 산업화가 이루어진 마산시로부터 유입되는 삼호천에서 기장 높은 값을 나타내었다. 하천수 및 하수처리수에서 PAHs 화합물의 조성 형태는 용존 PAHs 화합물은 저분자량 PAHs 화합물이 대부분을 차지하고 있어 PAHs 화합물의 물리 화학적 성질에 의한 것으로 판단된다. 조사된 하천을 통해 진해만으로 유입되는 용존 Total PAHs 화합물의 유입부하량 범위는 0.06~12.05g/day, 평균 유입부하량은 1.86g/day 그리고 총 유입부하량은 14.85g/day로 산정되었다. 부유입자물질 중 Total PAHs 화합물의 유입부하량 범위는 0.12~16.00g/day, 평균 유입부하량은 평균 2.41g/day 그리고 총 유입부하량은 19.27 g/day로 산정되었다. 용존 PAHs 화합물과 부유입자물질 중 PAHs 화합물 모두 진해만으로 유입되는 유입부하량은 덕동하수처리장이 약 80% 이상으로 대부분을 차지하는 것으로 나타났다. 그리고 타 연구들과 비교에서 진해만 주요 하천수와 하수처리수는 아직까지 낮은 농도를 나타내지만 진해만 연안에 PAHs 화합물의 오염발생원이 주변에 산재하고 있어 PAHs 화합물의 오염정도가 심화될 수도 있다.

• 한국환경과학회지
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• 제13권11호
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• pp.1001-1007
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• 2004

The rapid industrialization and urbanization in Osaka Bay have produced many serious water pollution problems since the 1960s. A symbolic phenomenon is algae bloom (red tide), which occurred 53 times in 1976. The special law was enacted in 1973 and a number of administrative steps were taken, such as cutting COD loading, reductions in phosphorus (P) and restriction of land reclamation. As a result, the pollution of Osaka Bay has gradually been reduced, and the environment has been improved to some extent. In this study, to analyze the relations between water qualities as well as a social, economic activity by the coastal zone, the water quality data in Osaka Bay of 70 years past since 1921 were collected. Data such as population, livestock, fertilizer, industrial product etc. were also collected for estimating nutrients flowing into bay from land. It was found that the water quality was changed of a similar trend of estimated nutrients load, with delay of about four or five years.

• 대한교통학회지
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• 제26권2호
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• pp.57-67
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• 2008

도시내부에서 발생하는 화물자동차의 이동에 따라 도심상업지역에서는 노상 하역공간(loading zone)이 반드시 필요하다. 그렇지만, 현재 대도시의 도심상업지역의 경우는 하역공간의 설치미비로 인하여 화물자동차들은 마땅한 조업공간이 없어 노상에서 불법주정차 행위를 하고 있는 실정이다. 이로 인하여 도심교통의 장애를 야기하는 하나의 원이 되었으며, 그로 인한 혼잡은 심각한 수준에 도달해 있는 실정이다. 따라서, 본 연구에서는 이러한 문제점을 다소나마 해결할 수 있도록 노상하역공간의 정비방안을 살펴보고, 부산의 도심상업지역인 서면지역 일대를 대상으로 하여 노상하역주차 특성을 면밀히 고찰함으로써 그 적용가능성도 확인할 수 있었다. 본 연구에서 노상 하역공간의 정비는 규모 즉, 조업을 행할 수 있는 주 정차 베이(bay)의 개수 추계와 함께 이들의 적절한 배치장소를 모색하는 것이다. 규모적 측면에서의 주 정차 베이 수는 조업차량의 도착율 및 서비스율에 기초한 대기행렬의 적용을 통하여 산출 할 수 있었으며, 배치장소의 결정은 화물운반에 대한 저항함수를 정식화함으로써 최소 저항이 되는 위치를 산정할 수 있었다.

• 한국환경과학회지
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• 제16권12호
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• pp.1369-1382
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• 2007

To find proper water quality management strategy for oxygen consumption organic matters in Jinhae bay, the physical process and net supply/decomposition in terms of COD was estimated by three-dimensional eco-hydrodynamic modeling. The estimation results of physical process in terms of COD showed that transportation of COD was dominant in loading area from land to sea, while accumulation of COD was dominant in $middle{\sim}bottom$ level. In case of surface level, the net supply rate of COD was $0{\sim}60\;mg/m^2/day$. The net decomposition rate of COD was $0{\sim}-0.05\;mg/m^2/day$($-5{\sim}-10$ m, in depth) to 2 level, and $-0.05{\sim}-0.20\;mg/m^2/day(10m{\sim})$ to bottom level. These results indicate that the biological decomposition and physical accumulation of COD are occurred for the most part of Jinhae Bay bottom. The variation of net supply or net decomposition rate of COD as reducing land based input loading is also remarkable. Therefore, it is important to consider both allochthonous and autochthonous oxygen demanding organic matters to improve the water quality of Jinhae Bay.

• 대한산업공학회지
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• 제38권2호
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• pp.157-172
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• 2012

In most container terminals, containers are piled up and stored in a yard in order to utilize the space efficiently. Hence, it requires unproductive container-handling operations to retrieve a container that is not placed on the top of a container stack. As a result, to streamline container-loading operations by which containers are transferred from a yard to a vessel, it is necessary to pre-marshal (i.e., shuffle in advance) containers in accordance with container-loading plan. We propose $A^*$ algorithm to find the optimal container-relocation sequence for the intra-bay container pre-marshalling problem. To work out the heuristic estimate for the proposed $A^*$ algorithm, we introduce the container rearrangement problem and obtain the lower bound of the length of the optimal relocation sequence. The performance of the algorithm is validated extensively by the numerical experiments on the problem instances that are given in the previous studies and generated randomly with various parameters.