• 한국해양환경ㆍ에너지학회지
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• 제10권1호
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• pp.1-12
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• 2007

여자만 내의 봄철 퇴적물 공급원을 파악하기 위하여 만 입구(서수도: M-1, 조발수도: M-2)와 하천 유입구(벌교천: M-3, 동천, 이사천: M-4)에서 부유퇴적물의 유 출입량 변화를 관측하고, 만 내 표층 퇴적물 조성과의 상관성을 비교 검토하였다. 여자만에서 2조석 주기동안 단위 폭 당 부유퇴적물은 M-1(서수도)정점을 통하여 $133.88\;kg{\cdot}m^{-1}$ 유입되고, M-2(조발수도)정점을 통하여 $146.43\;kg{\cdot}m^{-1}$ 유출되며, M-3(벌교천) 정점을 통하여 $23.25\;kg{\cdot}m^{-1}$, M-4(동 이사천) 정점을 통하여 $4,312.31\;kg{\cdot}m^{-1}$ 유입된다. 여자만 내의 봄철 부유퇴적물 유입은 만 입구에서는 거의 없으며 북쪽의 동 이사천에서 주로 유입되고 있음을 알 수 있었다. 그리고 만 내의 표층퇴적물 조성이 건기 때 보다 우기 때가 더욱 조립하게 나타나는 것은 만내 퇴적물 주 공급원인 동 이사천에서 우기시 실트질 퇴적물이 다량 유입되는 것에 기인하는 것으로 생각된다.

• 한국환경보건학회지
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• 제35권6호
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• pp.517-525
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• 2009

The water quality of Lake Shihwa had been rapidly deteriorating since 1994 due to wastewater input from the watersheds, limited water circulation and the lack of a wastewater treatment policy. In 2000, the government decided to open the tidal embankment and make a comprehensive management plan to improve the water quality, especially inflowing stream water around Shihwa and Banwol industrial complex. However, the water quality and microbial community have not as yet been fully evaluated. The purpose of this study is to investigate the influent water quality around the industrial area based on chemical and biological analysis, and collected surface water sample from the Siheung Stream, up-stream to down-stream through the industrial complex, Samples were collected in July 2009. The results show that the downstream site near the industrial complex had higher concentrations of heavy metals (Cu, Mn, Fe, Mg, and Zn) and organic matter than upstream sites. A combination of DGGE (Denaturing Gradient Gel Electrophoresis) gels, lists of K-WQI (Korean Water Quality Index), cluster analysis, MDS (Multi-Dimensional Scaling) and PCA (Principal Component Analysis) has demonstrated clear clustering between Siheung stream 3 and 4 and with a high similarity and detected metal reducing bacteria (Shewanella spp.) and biodegrading bacteria (Acinetobacter spp.). These results suggest that use of both chemical and microbiological marker would be useful to fully evaluate the water quality.

• 한국수자원학회논문집
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• 제40권6호
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• pp.447-458
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• 2007

본 연구에서는 해안 도시 하천의 범람으로 인한 홍수 재해 발생시 예상될 수 있는 피해에 대해 적절한 홍수예경보 및 피난대책을 수립하고자 대표적인 해안 도시 하천의 특성을 가지는 부산시 온천천 유역을 대상으로 수치지도에서 각종 지형자료를 추출하였고 수문 GIS 자료를 구축하였다. 강우 분석은 강우의 공간적 특성을 대상유역인 온천천에 티센망을 이용하여 고려하였으며 강우의 시간적 분포는 Huff의 2분위, 6차 회귀다항식을 이용하여 분석하였다. 홍수예경보 발령 기준을 설정하기 위하여 선정 지점 세 곳을 선택하여 위험수심을 선정하였다. 그리고, 하천 수리 분석을 위한 한계유출량 산정을 위해 HEC-RAS 모형을 이용 조위의 영향을 고려하여 홍수위 및 한계유출량을 산정하였고 도시 돌발 홍수 기준우량 산정을 위해 PCSWMM 2002를 이용하여 수문 분석을 실시하였다. 그 결과 온천천 유역의 홍수예경보 시스템과 이에 따른 홍수예경보 발령흐름도, 운영체계가 결정되었고 홍수예경보 발령 기준이 설정되었다. 본 연구를 통해 SWMM, HEC-RAS, ArcView GIS 모형을 연계하여 대상유역과 하도에 적용 통합적인 모의 기법을 제시하였으며 해안 도시 하천에서의 홍수 재해 발생시 이에 대한 대비책을 마련하게되었다. 앞으로 더욱 심도있게 연구하여 주요 해안 도시 하천에 대한 홍수예경보 시스템 구축이 절실히 요구된다.

• 한국환경복원기술학회지
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• 제5권6호
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• pp.24-29
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• 2002

Nitrate removal rate in three cattail wetland cells was investigated. They were a part of a pond-wetland system for stream water treatment demonstration. The system was composed of two ponds and six wetland cells. The acreage of each cell was approximately $150m^2$. The earth works for the system were finished from April 2000 to May 2000 and cattails were planted in the three cells in June 2000. Waters of Sinyang Stream flowing into Kohung Estuarine Lake were pumped into a primary pond, whose effluent was discharged into a secondary pond. The reservoir was formed by a tidal marsh reclamation project and located in southern coastal area of Korean Peninsula. Effluents from the secondary pond were funneled into the three cells. Volumes and water quality of inflow and outflow were analyzed from July 2000 through January 2001. Inflow and outflow averaged $20.2m^3/day$ and $19.8m^3/day$, respectively. Hydraulic retention time was about 1.6 days. Average influent and effluent nitrate concentration was $1.98mg/{\ell}$, $1.38mg/{\ell}$, respectively. Nitrate removal rate averaged $82.6mg\;m^{-2}\;day^{-1}$. Seasonal changes of nitrate retention rates were closely related to those of wetland cell temperatures. The average nitrate removal rate in the cells was a little lower, compared with that of $125.0mg\;m^{-2}\;day^{-1}$ for the wetlands operating in North America. This could be attributed to the initial stage of the cells and inclusion of three cold months into the seven-month study period. Root rhizosphere in wetland soils and litter-soil layers on cell bottoms could not developed. Increase of standing density of cattails within a few years will establish both root zones suitable for the nitrification of ammonia to nitrates and substrates beneficial to the denitrification of nitrates into nitrogen gases, which may lead to increase of the nitrate retention rate.

• 한국농공학회논문집
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• 제47권1호
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• pp.93-102
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• 2005

A prototype surface flow constructed wetland was built in the upstream area of Sihwa reclaimed tidal lands to improve the water quality of Lake Sihwa by treating severely polluted stream water. In this study, we monitored hydrology, macrophyte (Phragmites communis Trin,) growth, and water quality in the Banwol and Donghwa wetlands to evaluate their performance during the initial period after the completion of wetland construction, The average removal efficiency($\%$) in each wetland was relatively low compared with the performance data from the North America Wetland Treatment System Database (NADB), which mainly includes urban sewage-treatment wetlands. However, the average removal rates per unit area ($g/m^{2}/day$) were 0.72, 0.72 and 0.51 (BOD), 2,04, 2.46 and 0.70 (SS), 0.89, 0.43 and 1.09 (TN) and 0.02, 0.02 and 0.02 (TP) in the Banwol and Donghwa wetlands and NADB, respectively. The overall performance of the Banwol and Donghwa wetlands was within the expected range of the wetland system processes contributing the reduction of the pollutant load to Lake Sihwa during the initial period of wetland operation. Considering the low influent concentration, high hydraulic loading rate, and insufficient macrophyte growth since the wetland was constructed, better performance is expected if an improved operational scheme is adopted.

• 한국해안·해양공학회논문집
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• 제30권3호
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• pp.134-141
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• 2018

쉬라우드 조류 발전 시스템 상부 두께 변화에 따른 유동장 내 유속 변화 연구를 위해 수치 모의실험을 통하여 분석하였다. 본 연구는 일정한 조류 속도 조건에서 수행하였으며, 같은 조건으로 쉬라우드의 성능 분석을 추가 수행하였다. 상부 높이가 증가할수록 유속 변화율은 점차 증가하는 양상을 보였으며, 일정 높이에서 재차 감소하는 경향을 보였다. 또한, 쉬라우드의 성능 평가를 위해 블레이드를 단독 설치한 경우와 쉬라우드와 결합한 형상을 분석한 결과, 쉬라우드 시스템에 의한 유속 증가로 블레이드의 회전력은 증가하였다. 본 연구를 통해 얻은 구조물의 형상과 유동장 내의 유속 분포에 대한 분석 결과는 효율적인 쉬라우드 조류 발전 시스템 개발에 필요한 자료를 제시할 수 있을 것으로 기대된다.

• 상하수도학회지
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• 제12권3호
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• pp.81-90
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• 1998

The purpose of this study was to analyze the effect of the groin which was constructed in the down stream of urban river for the prevention of sedimentation on the improvement of the water quality. We studied on the groin in the downstream of Taehwa River constructed to keep the navigation depth of Ulsan day, and used the measured data of the water quality and river discharge. In order to analyze the charge of the water quality due to the groin Que12E model was applied, and BOD and DO was examined. The analysis showed that removal of the groin would not have significant effect on the improvement of the water quality, rather, interception of the pollution source coming into the upstream of the groin would be more influential on the improvement of the water quality. Therefore, It was concluded that to improve the water quality in mild bottom slop of tidal river, interception of the pollution source and river maintenance discharge should precede.

• 수산해양기술연구
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• 제24권2호
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• pp.65-70
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• 1988

낙동강하구의 물리적 해황조사를 1986년 4월, 6월, 10월과 1987년 2월, 3월, 8월, 6회에 걸쳐 실시하고, 그 자료를 분석, 검토한 결과는 다음과 같다. 1. 음향측심에 의해 조사된 해저지형은 준설 또는 매립으로 인해 불규칙적인 요철이 생겼다. 2. 1986년에 관측된 결과에 의하면 동측수로에는 수류가 거의 없고 서측수로에 대부분의 유량이 흘렀기 때문에 낙조시의 최대속도는 1.5kt 정도였다. 3. 1987년 8월에 측정한 결과에 의하면 하구역에서의 흐름은 동측수로에서 약간 세게 나타날 정도였으나 서측수로에는 조석 때문에 약한 유동이 나타났다.

• 한국수산과학회지
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• 제26권4호
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• pp.353-362
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• 1993

Behaviors of effulent are observed and discussed with reference to the tide and freshwater discharge in the estuary of Suyoung Bay. The esturine front is located at $0.5{\sim}1.3km$ seaward from of the Suyoung Bridge at the spring tide, and $0.8{\sim}1.0km$ at the neap tide. After the heavy precipitations, the front moved seaward and was located at $1.3{\sim}2.5km$ southeast of the Suyoung Bridge. Internal Froude numbers in the estuarine salinity front are estimated approximately to be 1 both at the spring and neap tide. Entrainment coefficient decreases down stream to the estuarine front, and then increases seaward from the estuarine front due to the tidal mixing.

• International Journal of Naval Architecture and Ocean Engineering
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• 제11권1호
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• pp.225-232
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• 2019

In recent years, nonlinear dynamic models have been developed for flapping-type energy harvesting systems with a rigid wing, but not for those with a flexible wing. Thus, in this study, flexible wing designs of NACA0012 section are proposed and measurements of the forces of rigid cambered wings, which are used to estimate the performance of the designed wings, are conducted. Polar curves from the measured lift and drag coefficients show that JavaFoil estimation is much closer to the measured values than Eppler over the entire given range of angles of attack. As the camber of the rigid cambered wings is increased, both the lift and drag coefficients increase, in turn increasing the resultant forces. Moreover, the maximum resultant forces for all rigid cambered wings are achieved at the same angle of attack as the maximum lift coefficient, meaning that the lift coefficient is dominant in representations of the wing characteristics.