• 한국어류학회지
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• 제21권4호
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• pp.262-272
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• 2009

실뱀장어용 생태 어도를 설계하기 위하여 2008년 실뱀장어 소상 시기인 3~5월에 국립수산과학원 어군행동실험실에 실뱀장어가 소상하는 하구 및 하구둑과 어도를 재현하는 모형 어도를 제작하여 다양한 소상 환경과 어도 조건에서 실뱀장어의 소상행동을 관찰 분석하였다. 아래 해수조에 순치한 실뱀장어를 두고 위 담수조의 담수를 아래로 흐르게 하면서 해수조에서 어도를 통해 담수조로 소상한 실뱀장어의 개체수를 비교하고, 실뱀장어의 소상 행동을 관찰하여 최적 소상을 위한 적정 어도 조건을 추정하였다. 실뱀장어는 수돗물로는 소상하지 않았고, 저수지물보다 강물을 선호하였다. 실뱀장어 소상량은 소조기보다 대조기에 유의하게 많았고(p<0.05), 낮보다 밤에 유의하게 많았다(p<0.05). 실뱀장어 소상량은 저조위보다 고조위에서 유의하게 많았다 (p<0.05). 실뱀장어는 어도 경사면 길이가 짧을수록 소상량이 많았고, 경사도는 $30^{\circ}$ 이하가 효율적이었다 (p<0.05). 유속은 0.4 m/sec 이하로 물이 약하게 흐를 때 소상량이 많았다(p<0.05). 어도의 바닥은 솔, 자갈 및 카펫 등과 같이 거친 재질에서 소상량이 유의하게 많았다(p<0.05).

• 생태와환경
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• 제45권1호
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• pp.21-33
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• 2012

동강 수계의 식물플랑크톤 군집 구조를 알아보기 위하여 2008년 5월부터 2009년 4월까지 22개 지점에서 총 4 회 조사를 실시하였다. 동강수계에서 출현한 식물플랑크톤은 총 159종으로서 7강 58속 113종 21변종 25미동정종으로 구성되어 있으며, 규조강이 90종류로 전체 중 56.6%로 가장 높은 점유율을 나타냈고, 그 다음으로 녹조강이 47종류로 29.6%의 점유율을 나타냈으며 남조강이 17종으로 10.7%, 유글레나강이 2종으로 1.3%, 황색편모조강, 갈색편모조강, 와편모조강이 각각 1종 0.6% 순으로 나타났다. 조사기간 모든 시기 20정점 이상에서 출현한 보편종은 Cocconeis placentula, Cymbella minuta, Diatoma vulgare, Melosira varians, Navicula cryptocephala, Scenedesmus acuminatus v. acuminatus 등 6종이었다. 현존량은 86 cells $mL^{-1}$~1,467 cells $mL^{-1}$의 범위로 나타났고, 점유율이 10% 이상인 우점종은 Achnanthes minutissima, Asterionella formosa, Aulacoseira ambigua, Cocconeis placentula, Coelastrum microporum, Cyclotella sp., Cymbella affinis, C. minuta, C. tumida, Diatoma vulgare, Fragilaria capucina, F. construens, F. crotonensis, Gomphonema affine, G. clevei, Melosira varians, Merismopedia elegans, Navicula cryptocephala N. pupula, Nitzschia tryblionella, Oscillatoria anna, O. limosa O. tenuis v. tenuis, Pediastrum duplex v. reticulatum, Phormidium tenue, Scenedesmus acuminatus v. acuminatus, S. acutus v. acutus, S. ecornis v. ecornis, S. quadricauda v. quadricauda, Spirogyra sp., Stigeoclonium sp., Synedra acus, S. ulna, Ulothrix sp. 등 34종이었는데, 가장 중요한 종은 90개 시료 중 52개에서 우점종으로 나타난 Cymbella minuta이었다 종다양성지수는 1.58~3.10, 균등도지수는 0.51~0.95, 우점도지수는 0.22~0.74의 범위로 연구지역이 상당히 안정된 것으로 조사되었다. 본 조사지역의 상류정점의 식물플랑크톤 군집구조는 도암호에서 나오는 방류수에 의해 영향을 받는 것으로 사료된다.

• 한국방재학회 논문집
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• 제6권1호
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• pp.83-95
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• 2006

본 연구는 강우시 소하천 수로구간에서 유사농도의 연직분포를 유사량 측정기 (ASM-IV)로 실측하여 그 특성을 분석하고자 한다. 이를 위해 충남 연기군 서면에 위치한 월하천 시점부분의 수로구간을 연구대상으로 선정하였다. 실측된 부유사농도의 분석자료는 상하류구간에서 각각 1시간 11분 30초 및 40분 32초 동안에 2초 간격으로 측정된 2,145개 및 1,216개중 16개씩의 시간구간 자료가 사용되었다. 분석한 결과, 상류구간의 실측치 Rouse 수는 $0.00129{\sim}0.02394$로 분포하고, 평균값은 0.01129로 나타났으며, 하류구간에서는 $0.00118{\sim}0.00822$, 평균값은 0.00436으로 하류의 값이 상류의 값보다는 훨씬 작게 분포하는 것으로 나타났다. 계산치 Rouse 수는 상류구간의 경우 $0.065115{\sim}0.065295$, 평균값은 0.06521로 나타났고, 하류구간의 경우에는 $0.057315{\sim}0.059109$, 평균값은 0.05795로 하류구간이 상류구간보다 약간 작은 값을 갖으나, 실측치 비교에서의 차이보다는 적게 나타났다. 그러나 실측치와 계산치의 비교에서는 상류구간보다 하류구간에서 더 큰 차이를 갖는 것으로 나타났는데, 이 오차는 하류구간의 침강속도 산정시 높은 수온에 대한 동점성계수 값을 본 연구에서 유도한 경험식으로 계산한 것도 원인중의 하나에 포함될 것이다.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2012년도 학술발표회
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• pp.26-26
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• 2012

The Kurobe river, which runs through eastern Toyama Prefecture is one of the most famous rivers for wild water because of its steep slope in the range from 1/5 to 1/120. This river forms an alluvial fan in the range up to 13 kilometers from the sea. In this region, significant seepage flow occurs and thus the stream sometimes been intermitted. Moreover, the amount of seepage flow seems to vary with the groundwater level of the region. To keep the river environment healthy for flora and fauna, especially to conserve good condition for spawning of fishes, an appropriate environmental flow should be maintained in the river. To achieve this target, controlling of the upstream reservoir has to be studied in depth. One of the major problems to decide the amount of water to be released from the reservoir to maintain the environmental flow is to estimate the amount of water leaked into the groundwater from the river. This phenomenon is affected by the river flow rate as well as the groundwater level in the alluvial fan and the conditions vary in space and time. Thus, a grid-based hydrological cycle analysis model NK-GHM has been applied to clarify the hydrological cycle componentsin this area including seepage/discharge from/to the river. The model was tested by comparing with river flow rate, groundwater levels and other observations and found that the model described those observations well. Consequently, the seepage from the Kurobe river was found significant but it was also found that the groundwater in this region has been preserved by the recharge from the irrigation water supply into paddy fields in the alluvial fan.

• 대한토목학회논문집
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• 제32권3B호
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• pp.161-168
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• 2012

가뭄은 인간과 자연 환경 모두에 큰 영향을 주는 자연현상으로 이러한 가뭄의 분석 및 예측은 수자원 관리 부분에서 매우 중요한 요소가 된다. 본 연구에서는 한강의 상류유역인 평창강과 남한강 상류 유역을 대상으로 수문학적 가뭄을 정의하고 copula 이론을 이용하여 수문학적 가뭄의 결합 확률 분포를 유도하였다. 또한 이를 이용하여 가뭄의 재현기간을 산정하여 분석하였다. 연구에서 도출된 주요한 결과로부터, 1967년부터 2007년 사이에서 평창강 유역은 1981년에 발생한 550년 빈도, 남한강 상류 유역은 1973년의 110년 빈도의 가뭄이 가장 큰 가뭄 사상으로 나타났다.

• 한국물환경학회지
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• 제24권2호
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• pp.239-246
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• 2008

In this study, an optimized deterministic water-quality model was constructed to estimate water quality of a river and lake in the upstream basin of a dam. A stochastic water-quality analysis using reliability analysis technique was applied to the model. The model was tested in the 13.9 km reach from Maeil stage station of Kyechun to Hoengsung Dam of Sum River. After finding hydraulic characteristics from nonuniform flow analysis, Broyden-Fletcher-Goldfarb-Shanno (BFGS) optimization technique for model calibration was applied to determine optimum reaction parameters, and model verification was performed based on these. The stochastic model, using Mean First­Order Second­-Moment (MFOSM) and Monte-Carlo methods, was applied to the same reach as the deterministic study. Variations of discharge and water quality in headwater were considered, as well as variations of hydraulic coefficients and reaction coefficients. The statistical results of output variables from MFOSM were similar to those from the Monte-Carlo method. Risk analysis using MFOSM and Monte-Carlo methods presented the probabilities of some locations in the Hoengsung Lake violating existing water-quality standards in terms of DO and BOD.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2005년도 학술발표회 논문집
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• pp.1-8
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• 2005

Baiyangdian Lake, the largest freshwater lake in North China, is known as 'Pearl of North China' and 'kidney of North China' fur its abundant products and multiple ecological services. However, from the 1970s, due to the ever-increasing discharge of polluted water from upstream rivers, it has been severely polluted. Sediment Investigation and analysis were conducted on contents of heavy metal (Cu, Zn, Cd and Pb) from Baiyangdian Lake in June 2004. Results showed that pollution situation at downriver regions are more serious than that of upstream regions. The seriously polluted spots are access of Fuhe River, original wastewater reservoir of Tanghe River, densely populated Chunshui Village and Wangjiazhai Village. By using method of the potential ecological risk assessment, the heavy metal evaluation of polluted sediment has been conducted. The results showed that the contents of Cd and Pb were very high in sediment of Baiyangdian Lake. There were extremely stronger ecological risk for Cd and slight- medium ecological risk for Pd. According to the current situation of Baiyangdian Lake, countermeasures and suggestions have been put forward.

• 한국환경과학회지
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• 제9권1호
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• pp.35-42
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• 2000

In this study, the movable bed model testing was carried out so as to analyze bed profile changes including predicting scouring and deposition of bed profile and to solve hydraulic problems affecting with bed and both-bank between upstream and downstream of intake weir in the Nakdong river channel. The movable bed model testing consists of fundamental test, movable model test and numerical analysis method respectively. The fundamental test was enforced to analyze relationship of discharge and sediment load in the tilting flume. When the movable model test was worked, it was shown that sediment budget between input sediment load and output sediment load was balanced exactly. As a result of movable model test, it was presented that scouring and deposition changes in quantities between the upstream and downstream of modification weir were less than those of nature and planning weir. Finally, numerical analysis method was operated by 1-dimensional bed profile changes model ; HEC-6 model so as to complement unsolving hard problems during movable model test. So, modification weir will sustained the stable bed profile changes than any other weirs in the study channel.

• 한국환경과학회지
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• 제19권10호
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• pp.1211-1217
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• 2010

For an accurate rainfall-runoff simulation in the river basin, it is important to consider not only evaluation of runoff model but also accurate runoff component. In this study long-term runoffs were simulated by means of watershed runoff model and the amounts of runoff components such as upstream inflow, surface runoff, return flow and dam release were evaluated based on the concept of water budget. SSARR model was applied to Daecheong basin, the upstream region of Geum river basin, and in turn the monthly runoff discharges of main control points in the basin were analyzed. In addition, for the purpose of providing the basic quantified water resources data the conceptual runoff amounts were estimated with water budget analysis and the reliability of the observations and the monthly runoff characteristics were investigated in depth. The yearly runoff ratios were also estimated and compared with the observations. From the results of the main control points, Yongdam, Hotan, Okcheon and Daecheong, the yearly runoff ratios of those points are consistent well with data reported previously.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2009년도 학술발표회 초록집
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• pp.810-814
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• 2009

Two dimensional steady and unsteady numerical models are applied to bend reaches of the Lower Han River and the superelevation at the Ichon-Banpo bend area of Han River was observed. The flow characteristics in the meandering river are complicated due to the effects of the centrifugal force. The centrifugal force makes the outside water surface level increase and the outside velocity decrease. To study this complex flow studying two dimensional flow is important and useful to design flood control countermeasures, the analysis of sedimentation and the site selection of intake structures. Especially, the superelevation between inside and outside of the bend should be considered to determine the height of embankment. In this study, the water surface elevations in both bank sides of the bend were measured in two reaches during floods in 2007 and 2008. And then the two-dimensional simulation using RMA-2 model was carried out. The upstream and downstream boundary conditions on bend reaches were determined by FLDWAV which is one-dimensional unsteady model. Finally, the observed data are compared with simulation results and the results of the several superelevation formulas, and the flow characteristics of the bend are discussed.