• 제목/요약/키워드: river systems

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소수력발전입지의 수계별 설계변수 특성(II) (Design Parameters of Small Hydro Power Sites for River Systems(II))

  • 박완순;이철형
    • 한국태양에너지학회 논문집
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    • 제31권3호
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    • pp.42-47
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    • 2011
  • Small hydropower resources for five major river systems have been studied. The model, which can predict flow duration characteristic of stream, was developed to analyze the variation of inflow caused from rainfall condition. And another model to predict hydrologic performance for small hydropower(SHP) plants is established. Monthly inflow data measured at Andong dam were analyzed. The predicted results from the developed models in this study show that the data were in good agreement with measured results of long term inflow at Andong dam. It was found that the models developed in this study can be used to predict the available potential and technical potential of SHP sites effectively. Based on the models developed in this study, the hydrologic performance for small hydropower sites located in river systems have been analyzed. The results show that the hydrologic performance characteristics of SHP sites had some difference between the river systems. Especially, the specific design flow and specific output of SHP sites located on North Han river and Nakdong river systems had large difference compared with other river systems.

5대강(大江) 수계유역(水系流域) 수문량(水文量) 변동추이(變動推移) (Trend of Some Hydrologic Features in the Five Great River Systems in Korea)

  • 손동섭;서승덕
    • Current Research on Agriculture and Life Sciences
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    • 제17권
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    • pp.31-38
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    • 1999
  • 3차 국토종합개발 10개년 계획기간 (1992-2001) 가운데 1994년~1998년은 에리뇨와 라니냐 등 해수온도의 상승 및 하강 현상에 의한 게릴라성 폭우등 이상기후현상이 뚜렷한 해로 평가하고 있다. 이 기간에 대한 한강, 낙동강, 금강, 영산강 그리고 섬진강의 한국 5대강수계에 대한 강수량, 유출량 및 저수량을 도출하고 전국 평균 (1961년~1990년)의 해당 수문량과의 비교분석을 시행하여 그 결과를 5대강 수계의 수자원관리 및 방재수립에 참고 하고져 조사 분석한바 5 대강 수계의 표본기간 (1994~1998, 48개월) 평균 강수월수가 예년평균 동기간에 비하여 많았던 기간은 20개월 이었고, 유출은 평균 8.2개월에 이른다. 한편 댐 저수율은 한강수계의 경우 비교적 많은 량으로 이상적인 현상을 보인 반면, 낙동강수계는 초기에는 낮은 저수율이고 후기에는 높은 저수율 현상 이었고, 금강, 영산강 및 섬진강은 초기부터 후기로 점증 하는 경향으로 나타나 유역적인 편차현상이 크게 나타나 수자원의 관리와 방재계획을 수계의 연결 및 호환적 종합 운영등의 방식이 검토되어야 할것으로 생각된다.

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수계별 소수력자원의 특성 (Characteristics of Small Hydro Power Resources for River System)

  • 박완순;이철형
    • 한국신재생에너지학회:학술대회논문집
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    • 한국신재생에너지학회 2010년도 춘계학술대회 초록집
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    • pp.193.1-193.1
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    • 2010
  • Small hydropower resources for five major river systems have been studied. The model, which can predict flow duration characteristic of stream, was developed to analyze the variation of inflow caused from rainfall condition. And another model to predict hydrologic performance for small hydropower(SHP) plants is established. Monthly inflow data measured at Andong dam were analyzed. The predicted results from the developed models in this study showed that the data were in good agreement with measured results of long term inflow at Andong dam. It was found that the models developed in this study can be used to predict the available potential and technical potential of SHP sites effectively. Based on the models developed in this study, the hydrologic performance for small hydropower sites located in river systems have been analyzed. The results show that the hydrologic performance characteristics of SHP sites have some difference between the river systems. Especially, the specific design flowrate and specific output of SHP sites located on North Han river and Nakdong river systems have large difference compared with other river systems.

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수계별 소수력자원의 특성 분석 (Characteristic Analysis of Small Hydro Power Resources for River System)

  • 박완순;이철형
    • 한국태양에너지학회:학술대회논문집
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    • 한국태양에너지학회 2011년도 춘계학술발표대회 논문집
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    • pp.235-240
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    • 2011
  • Small hydropower resources for five major river systems have been studied. The model, which can predict flow duration characteristic of stream, was developed to analyze the variation of inflow caused from rainfall condition. And another model to predict hydrologic performance for small hydropower(SHP) plants is established. Monthly inflow data measured at Andong dam were analyzed. The predicted results from the developed models in this study showed that the data were in good agreement with measured results of long term inflow at Andong darn. It was found that the models developed in this study can be used to predict the available potential and technical potential of SHP sites effectively. Based on the models developed in this study, the hydrologic performance for small hydropower sites located in river systems have been analyzed. The results show that the hydrologic performance characteristics of SHP sites have some difference between the river systems. Especially, the specific design flowrate and specific output of SHP sites located on North Han river and Nakdong river systems have large difference compared with other river systems.

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소수력발전입지의 수계별 설계변수 특성(I) (Design Parameters of Small Hydro Power Sites for River Systems(I))

  • 박완순;이철형
    • 한국태양에너지학회 논문집
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    • 제30권4호
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    • pp.86-91
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    • 2010
  • The characteristics of hydrologic design parameters for small hydro power(SHP) sites located in four major river systems have been studied. The model, which can predict flow duration characteristic of stream, was developed to analyze the variation of inflow. And another model to predict hydrologic performance for SHP plants is established. The results from hydrologic performance analysis for SHP sites located on five major river systems based on the models developed in this study show that the specific design flowrate and specific output of SHP site have large difference between the river systems. The load factor, however, have small difference compared with specific design flowrate and specific output for all river systems. Also, it was found that the models developed in this study can be used to predict the primary design specifications of SSHP plants effectively.

국내 연안 하구역의 식물플랑크톤 생체량 (chlorophyll a) 및 수질 동향 (Trends of Phytoplankton Community and Water Quality and Implications for Management in Estuarine River Systems)

  • 이창희;조기안;송은숙;신용식
    • 생태와환경
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    • 제38권2호통권112호
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    • pp.160-180
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    • 2005
  • 일차생산자인 식물플랑크톤의 생체량 (클로로릴 a)과 수질의 장기적 자료 (환경부수질측정망)를 분석하여 국내 하구역 (섬진강, 한강, 아산호 (만), 영산강, 금강, 낙동강)의 일차생산자와 수질의 추세 (trend)에 대하여 조사하였다. 식물플랑크톤의 생체량과 수질에 영향을 미치는 환경인자들에 대한 문헌이나 보고서 검토도 이루어졌다. 국내에서 하구언이 없는 유일한 하구인 섬진강은 다른 전형적인 하구와 유사한 특성을 나타내었다. 식물플랑크톤의 생체량은 강 상류지역으로의 담수유입이 많은 여름이 지난 가을철에 중염지역 (5 ${\sim}$ 15 psu)에서 높았고 질산과 규산염은 강 배출량 (담수유입)이 많을수록 높아지는 형태를 띠었다. 한강에서는 식물플랑크톤 생체량과 영양염의 농도가 하류지역에서 높았다. 계절적으로는 봄철에 높은 농도를 보였는데 이에 반해 영산강은 봄철에 상류지역에서 식물플랑크톤 생체량과 영양염 농도가 높게 나타났다. 아산호의 식물플랑크톤 생체량은 본 연구의 조사 하구역중에서 가장 높은 값을 보였고 대부분의 영양염이 상류쪽에서 높게 나타났다. 낙동강은 식물플랑크톤의 생체량이 겨울철에 높았고 하류보다 상류지역에서 약간 높게 나타났다. 국내 하구역의 수질에서는 총질소와 총인이 대부분 증가하는 경향을 보였다. 본 연구 결과들이 하구역의 수질관리 측면에서 내포하는 의미에 대해서도 언급하였다.

수계별 소수력자원의 수문학적 성능특성 (Hydrologic Performance Characteristics of Small Hydro Power Resources for River Systems)

  • 박완순;이철형
    • 한국태양에너지학회 논문집
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    • 제30권2호
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    • pp.65-71
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    • 2010
  • The hydrologic performance characteristics of small hydro power(SHP) sites located in four major river systems have been studied. The model, which can predict flow duration characteristic of stream, was developed to analyze the variation of inflow caused from rainfall condition. And another model to predict hydrologic performance for SHP plants is established. Monthly inflow data measured at Andong dam for 32 years were analyzed. The predicted results from the developed models in this study showed that the data were in good agreement with measured results of long term inflow at Andong dam. The results from hydrologic performance analysis for SHP sites located on five major river systems based on the models developed in this study show that the specific design flowrate and specific output of SHP site have large difference between the river systems.

국내 4대강 수계 하천의 보 밀도에 따른 어류 출현종 분석 (Appearance of Fish Species Based on the Weir's Density in the Four River Systems in Korea)

  • 문운기;노다혜;유재상;임오영;김명철;김지혜;이정민;김재구
    • Ecology and Resilient Infrastructure
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    • 제9권2호
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    • pp.93-99
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    • 2022
  • 4대강 수계 하천에 설치된 보 밀도는 어류의 종 다양성에 영향을 주는 요인임을 확인하였다. 보 밀도 지수는 수계별로 차이를 보였으며, 낙동강 수계하천이 가장 높게 나타났으며 (17±1.6), 금강 (1.5±1.3)과 영산강(1.4±1.1)은 비슷하게 나타났다. 반면, 한강 수계하천(1.3±1.2)에서는 보 밀도가 낮게 나타났다. 2-DKS 분석 결과 영산강 수계를 제외하고 Dmax에 따른 p-value는 0.05 이하로서 어류의 출현종수는 보 밀도에 의존하는 것으로 나타났다. 어류 종 다양성에 영향을 주는 보 밀도 역치값 (Threshold value)은 수계별로 다르게 나타났으며. 한강수계 1.6개/km, 낙동강 수계 1.3개/km, 금강수계 2.3개/km 이상에서 어류 출현종수는 감소하는 것으로 나타났다. 본 연구에서 조사한 총 1,217개 하천 가운데 33%인 약 404개 하천의 보 밀도 지수가 역치값 이상인 것으로 나타났다. 이러한 하천은 수생태계 연속성 확보가 시급하기 때문에 우선 대상 하천으로 선정하여 역치값 이하로 보 밀도를 관리할 필요가 있다.

영산강, 섬진강 유역권내 29개 정수생태계의 동물플랑크톤 군집 크기 구조(2010~2011) (Community Size Structure of Zooplankton Assemblages in 29 Lentic Ecosystems on the Youngsan-Seomjin River Basin (2010~2011))

  • 김현우;라긍환;박종환;송효정;황경섭;임병진;이학영
    • 환경생물
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    • 제30권1호
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    • pp.64-70
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    • 2012
  • This study compares the abundance and community structure of zooplankton organisms from the littoral and pelagic regions, and considers particularly trophic levels vs. zooplankton abundances. Zooplankton samples, collected every 3 months over a year from 2010 to 2011 at 29 temperate lakes and reservoirs, which belong to two different river basins (Youngsan and Seomjin River). The spatial pattern of rotifers was similar to that of total zooplankton abundance. This reflected the fact that rotifers strongly dominated the zooplankton community. There were considerable spatial variations in total zooplankton abundance (ANOVA, p<0.01), while there were no significant differences both in littoral and pelagic regions in abundance of zooplankton (ANOVA, p=0.205). The mean abundance of zooplankton in eutrophic systems was much higher than that of mesotrophic systems, while significant difference in number of species and diversity index were not shown in both trophic systems.

홍수위 해석을 위한 미측정 하천 단면 추정 (Estimating Ungauged River Section for Flood Stage Analysis)

  • 신샛별;강문성;전상민;송정헌;김계웅;류정훈;박지훈;이도길;이경도
    • 한국농공학회논문집
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    • 제58권5호
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    • pp.11-18
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    • 2016
  • The objective of this study was to develop the simple method to estimate ungauged river section for flood stage analysis. Damage prediction should be prioritized using hydrological modeling to reduce flood risk. Mostly, the geographical data using hydrological modeling depends on national river cross-section survey. However because of the lack of measured data, it is difficult to apply to many local streams or small watersheds. For this reason, this study suggest the method to estimate unguaged river cross-section. Simple regression equations were derived and used to estimate river cross-section by analyzing the correlation between the river cross-sectional characteristics (width, height and area). The estimated cross-sections were used to simulate flood level by HEC-RAS (Hydrologic Engineering Center's River Analysis System). The applicability of this method was verified by comparing simulated flood level between measured and estimated cross-section. The water surface elevation of the flood stage analysis was 6.56-7.24 m, 5.33-5.95 m and 6.12-6.75 m for measured cross section, for estimated cross section and for estimated cross section based on DEM elevation, respectively. Further study should consider other factors for more accurate flood stage analysis. This study might be used one of the guidelines to estimate ungauged river section for flood stage analysis.