• Journal of Korea Water Resources Association
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• v.33 no.5
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• pp.551-559
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• 2000

In order to diagnose the water environment and assess the water quality restoration, long term trend of water environment has been surveyed at 3-R stations from 1994 to 1999 in Lake Shihwa. Annual mean values of $COD_{Mn}$, Chlorophyll a, total nitrogen, total phosphorus and Secchi depth are ranged in 5.2-15.1 mg/L, 7.3-14R.1 jlg/L, 1.50-4.84 mgN/L, 0.055-0.281 mgP/L and 0.5 -1.4 m, respectively, during the study periods. Carson's trophic state indeies were varied from mesotrophy in 1994 and 1995, hyper-eutrophy in 1996 and 1997, to meso eutrophy in 199R and 1999. After dike construction, water quality were rapidly deteriorated by allochthonous and autochthonous loading of high nutrients and organic carbon. Eutrophication phenomena were characterized by massive phytoplankton blooms and high concentration of COD. However, after onset of restoration program, lake water quality was rapidly restored to the level of just after sea-dike construction. The diversion of waste water inflowing from the Panwol and the Sihwa industrial districts which was started from March, 1997 has contributed to improve water quality in the surface layer. And the tidal mixing (sea water inflowing) through the continuous gate operation was the most effective measure to the whole lake restoration.ration.

• Journal of Korea Water Resources Association
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• v.55 no.8
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• pp.577-588
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• 2022

This study aims to identify the limiting nutrient for algal growth in the Geum River and the significant pollutant sources from the tributaries affecting the water quality and to provide a management alternative for an improvement of water quality. An eight-year of daily data (2013~2020) were collected from the Water Environment Information System (water.nier.go.kr) and Water Resources Management Information System (wamis.go.kr). 14 water quality variables were analyzed at five water quality monitoring stations in the Geum River (WQ1-WQ5). In the Geum River, the water quality variables, especially Chl-a vary greatly in downstream of the river. In the open weir gate operation, TP (total phosphorus) and water temperature greatly influence the growth of algae in downstream of the river. A correlation analysis was used to identify the relationship between variables and investigate the factor affecting algal growth in the Geum River. At the downstream station (WQ5), TP and Temp have shown a strong correlation with Chl-a, indicating they significantly influence the algal bloom. The principal component analysis (PCA) was applied to identify and prioritize the major pollutant sources of the two major tributaries of the river, Gab-cheon and Miho-cheon. PCA identifies three major pollutant sources for Gab-cheon and Miho-cheon, respectively. For Gab-cheon, wastewater treatment plant, urban, and agricultural pollutions pollution are identified as significant pollutant sources. For Miho-cheon, agricultural, urban, and forest land are identified as major pollutant sources. PCA seems to be effective in identifying water pollutant sources for the Geum River and its tributaries in detail and thus can be used to develop water quality management strategies.

• Proceedings of the Korea Water Resources Association Conference
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• 2009.05a
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• pp.1870-1874
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• 2009

96년, '98년, '99년 3차례에 걸쳐 임진강 유역과 경기북부 지역의 집중호우로 이 지역의 막대한 인명피해 및 재산피해가 발생하여 이에 대한 대책으로 한탄강홍수조절용 댐을 계획하였다. 한탄강 홍수조절댐은 초기방류를 목적으로 상용여수로를 월류부를 통한 방류가 아닌 댐 제체에 방류관(EL.55.0m)을 설치하여 방류하므로 댐지점에 퇴사되는 토사를 효율적으로 배제시켜주어야 한다. 또한 댐 상 하류의 생태단절을 감소시키기 위하여 댐체 저부에 생태통로가 계획, 홍수시 이를 통하여 배사가 원활하도록 배사관을 겸용하도록 하였다. 본 연구에서는 수리모형실험을 통하여 배사관으로 퇴사되는 토사가 원활하게 배출이 되는지를 검토하였으며, 배사실험을 위한 상류부 경계조건으로는 HEC-6모형 이용 댐상류 12km지점에서 댐지점까지의 퇴사량 및 댐지점 2km상류지역은SED-2D모형을 통하여 퇴사량을 산정하여 이를 비교하여 댐 직상류의 퇴사고와 퇴사량을 결정하여 적용하였다. 실험사례는 연평균 유하량, 200년 빈도 홍수량, 댐수위 EL.55.0m이하 방류시로 하였으며, 이에 따른 배사효과를 분석 배사관 설계의 적정성을 확보하였다.

• Proceedings of the Korea Water Resources Association Conference
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• 2009.05a
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• pp.832-836
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• 2009

공유수면을 간척 또는 매립하여 국토를 확장하여 산업화 도시화에 따른 토지수요 용도변경에 대처하여 국가발전의 균형을 유지하는 목적으로 수행하는 간척사업 시설중 중요한 시설인 배수갑문은 외수(해수)의 차단 및 내수배제를 통한 침수피해 경감의 역할을 수행하고 있다. '02년 태풍 "루사" 등 수공구조물의 설계빈도를 초과하는 폭우 발생으로 인한 홍수피해가 발생하고 배수갑문 설계시보다 유입홍수량이 증가하여 홍수시 수위가 계획홍수위 이상으로 형성되는 경우가 많아 이를 해결하기 위하여 배수갑문의 확장사업이 실시되고 있다. 그 첫 번째 사업으로 아산만방조제 배수갑문의 확장을 실시하였다. 아산만방조재 신설 배수갑문의 위치가 연약지반으로 형성되어 있어 신설 배수갑문을 통한 방류시 고속의 수류로 인한 바다측 물받이공 하류부의 세굴이 발생할 가능성이 크며, 이로 인한 배수갑문의 붕괴 우려가 있다. 그러므로 이를 방지하기 위하여 배수갑문 하류에 정수지형 물받이공을 설치하여 고속으로 방류되는 방류수의 유속을 저감시켜 세굴의 발생이 최소화하여 안정성이 확보되도록 하였다. 정수지형 물받이공의 효과 및 안정성을 검증하기 위하여 3차원 수치해석 FLOW-3D모형을 적용하여 수평물받이공과 정수지형 물받이공의 유속차이를 비교분석하였다. 분석한 결과 정수지 말단부에서 정수지 시점부와 비교하여 유속감소는 최대 약 49%, 평균 약 39%의 유속 감세효과를 나타내는 것으로 나타나 정수지형 물받이공을 통한 세굴 감소효과로 아산만방조제 배수갑문의 세굴에 의한 안정성은 확보되는 것으로 나타났다.

• The Journal of Korean Institute of Communications and Information Sciences
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• v.31 no.1C
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• pp.20-25
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• 2006

In this paper, the performance of Tree-LDPC code is presented based on the min-sum algorithm with scaling and the asymptotic performance in the water fall region is shown by density evolution. We presents that the Tree-LDPC code show a significant performance gain by scaling with the optimal scaling factor which is obtained by density evolution methods. We also show that the performance of min-sum with scaling is as good as the performance of sum-product while the decoding complexity of min-sum algorithm is much lower than that of sum-product algorithm. The Tree-LDPC decoder is implemented on a FPGA chip with a small interleaver size.

• Journal of Ocean Engineering and Technology
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• v.16 no.5
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• pp.15-20
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• 2002

In this research, the finite difference lattice Boltzmann method(FDLBM) is used to analyze gravity currents in the lock exchange configuration that occur in many natural and man-made situations. At a lock those are seen when a gate is suddenly opened, and, in the atmosphere, when the thunderstorm outflows make a cold front. At estuaries in the ocean, the phenomenon is found between fresh water from a river and salt water in the sea. Since such interesting phenomena were recognized, pioneers have challenged to make them clear by conducing both experiments and analysis. Most of them were about the currents of liquid or Boussinesq fluids, which are assumed as incompressible. Otherwise, the difference in density of two fluids is small. The finite difference lattice Boltzmann method has been a powerful tool to simulate the flow of compressible fluids. Also, numerical predictions using FDLBM to clarify the gravity currents of compressible fluids exhibit all features, but typically observed in experimental flows near the gravity current head, including the lobe-and-cleft structure at the leading edge.

• Water for future
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• v.25 no.1
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• pp.111-119
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• 1992

This paper is concerned with the actual comparison analysis for the freshening process in the two selected experimental reservoirs. At the deep freshening reservoir, the salinity and depth of the freshwater layer were estimated by simulation technique using the quantitative equation for the two-layered flow structures. First of all, it is shown that the effects of underdrainage conduit in the lower layer were reported more effective for the control of upper layer salinity comparing with the case of no underdrainage conduit. Further the results of computation were later compared with the real observed values and the relating parameters of the salt-balance equation are conformed even though approximately. Finally it was represented that the salinity of upper layer is easily diluted not only by the tidal gate but also by the underdrainge conduit in the lower layer of the freshening reservoir.

• Proceedings of the Korea Water Resources Association Conference
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• 2011.05a
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• pp.61-61
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• 2011

하천에서의 홍수 피해 발생을 예방하기 위한 대책은 크게 구조적인 대책과 비구조적인 대책으로 나눌 수 있다. 구조적인 대책은 댐이나 제방과 같이 하천을 중심으로 수공구조물을 설치하여 직접적인 홍수 발생을 억제하는 대책이지만, 비구조적인 대책은 무형의 체계를 통해 하천에서의 홍수발생을 억제하는 대책이다. 비구조적인 대책 가운데 대표적인 것이 홍수 예 경보인데, 한강홍수통제소에서는 1974년부터 홍수 예 경보시스템을 구축하여 운영하고 있다. 본 연구에서는 남한강 유역에 대한 홍수 방어능력 검토와 홍수 방어대책 강구에 필요한 충주 댐 수문 운영이 가능한 수리학적 홍수추적 모형을 구축하였으며, 충주댐을 중심으로 상 하류 구간에서 수위증가를 억제하기 위한 수문 운영기법을 검토하고자 하였다. 이를 위해 남한강 상류에 위치한 영월2 수위관측소로부터 팔당댐까지의 대상구간에 대해 최근 이루어진 하도측량자료를 이용하여 수리학적 모형을 구축하였다. 구축된 모형에 대해 2006년 홍수사상을 적용하여 모형의 보정을 실시하였으며, 2003년부터 2008년까지의 홍수사상을 대항으로 검증을 실시하였다. 충주댐 수문 운영은 HEC-RAS 모형 내의 E.C.G(Elevation Controlled Gate) 기법과 Rule Operation 기법을 이용하여 남한강 주요 지점에서의 홍수의 증가에 대한 억제효과를 검토하였다.

• Journal of Information Display
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• v.10 no.4
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• pp.137-142
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• 2009

Transparent top-gate Al-Zn-Sn-O (AZTO) thin-film transistors (TFTs) with an $Al_2O_3$ protective layer (PL) on an active layer were studied, and a transparent 2.5-inch QCIF+AMOLED (active-matrix organic light-emitting diode) display panel was fabricated using an AZTO TFT backplane. The AZTO active layers were deposited via RF magnetron sputtering at room temperature, and the PL was deposited via two different atomic-layer deposition (ALD) processes. The mobility and subthreshold slope were superior in the TFTs annealed in vacuum and with oxygen plasma PLs compared to the TFTs annealed in $O_2$ and with water vapor PLs, but the bias stability of the TFTs annealed in $O_2$ and with water vapor PLs was excellent.

• Ocean and Polar Research
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• v.38 no.4
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• pp.315-324
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• 2016

In this study, we investigated changes in the macrobenthic community in Sihwa tidal flat before and after the operation of a Tidal Power Plant (TPP). In order to investigate changes in the macrobenthic community structure, field surveys were conducted at eighteen stations in 4 transect lines every September from 2011 to 2015. Mean density of macrobenthos decreased to $116ind./m^2$ in 2015 from $1,602ind./m^2$ in 2011. While the mean density of macrobenthos has decreased, species richness and biomass have gradually increased. The species diversity and SEP (Shannon-wiener Evenness Proportion) have also gradually increased over time since the operation of the TPP. The macrobenthic community in Sihwa tidal flat was divided into 4 groups on a yearly base. Before the operation of TPP, opportunistic species such as Neanthes succina and Polydora cornuta largely contributed to the structure of the macrobenthic community, while equilibrium species such as Periserrula leucophryna and Scopimera globosa contributed after the operation. With the operation of TPP, the macrobenthic community has rapidly recovered and this might be related to improvement in the quality of water and sedimentary environments as a result of an increase in water mass volume exchanged through the TPP gate.