• 제목/요약/키워드: outflow discharge

검색결과 124건 처리시간 0.025초

주암조절지댐 방류수에 따른 하천 및 순천만 일대 수온변화 조사분석 (A Investigation and Analysis of Water Temperature by Juam Regulation Dam Outflow in Downstream and Suncheon Bay)

  • 이현노;정관수;천근호;허영택
    • 한국수자원학회논문집
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    • 제48권6호
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    • pp.501-509
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    • 2015
  • 최근의 다목적댐 운영은 기존의 홍수조절, 용수공급, 수력발전과 같은 수량뿐만이 아니라 수질, 생태환경 등 다양한 이해관계를 고려하도록 요구받고 있다. 본 연구의 목적은 주암조절지댐의 저온 심층수 방류로 인해 사회적 갈등이 있는 지역을 대상으로 수온을 조사하고, 수온변화 특성을 분석하는 것이다. 본 연구에서는 주암조절지댐, 하류하천, 순천만 지역에 대해 장기간에 걸쳐 수온을 모니터링 하였으며, 3차원 수치모형(EFDC)을 활용하여 방류량과 같은 다양한 외부 인자들을 고려하여 하류하천 및 순천만에서의 수온변화를 비교 분석하였다. 모니터링 및 수치모의 결과 댐의 저온 방류수 영향은 대체적으로 4월~9월 기간에 나타나는 것을 알 수 있었으며, 또한 댐 저온수 방류 영향이 방류시기, 방류수온, 방류량, 기상, 조위 등 다양한 인자에 의해 복잡한 형태로 변화한 것을 알 수 있었다. 본 연구의 결과는 댐의 저온수 방류로 인한 하류하천 및 연안지역 악영향을 최소화하기 위한 댐 운영 개선방안 수립시 기초자료로 활용될 수 있을 것으로 판단된다.

경사지 밭에서 발생하는 토양유실 저감을 위한 피복재 적용 (Surface Cover Application for Reduction of Runoff and Sediment Discharge from Sloping Fields)

  • 신민환;원철희;박운지;최용훈;신재영;임경재;최중대
    • 한국농공학회논문집
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    • 제53권6호
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    • pp.129-136
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    • 2011
  • To measure effects of surface cover on runoff and sediment discharge reduction using rainfall simulator, four(5 m${\times}$30 m scale) plot experiments were conducted in this study. Surface covers made with straw mat, Polyacrylamide (PAM), chaff, and sawdust were simulated 4 times under 31.1~44.4 mm/hr rainfall intensities. Compared with results from control plot, the time of runoff generation is delayed and outflow volume decreased with surface cover. Effects on runoff reduction of straw mat, PAM, sawdust and chaff ranged 4.7~81.5 % and runoff rate reduced by 6.5~76.1 % respectively, when compared with those from control plot. The percentage of decrease in sediment discharge were 99.7~99.8 % from straw mat+sawdust+PAM plots, 85.9~95.6 % from straw mat+PAM plots, and 98.5~99.4 % from straw mat+chaff+PAM plots. The runoff, sediment discharge, and SS concentration reduction efficiencies of the cover materials were outstanding when compared to control plot. It was analyzed that reduction of runoff and sediment discharge were mainly contributed by decrease in rainfall energy impact and flow velocity and increase of infiltration due to the surface cover materials. The results could be used as a base for the development of best management practices (BMPs) to reduce runoff, sediment discharge from sloping field.

횡월류위어의 형상에 따른 유량자수 추정 (An Estimation of Discharge Coefficients with the Variations of Side Weir Shape)

  • 송재우;박성식;김지호
    • 한국수자원학회논문집
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    • 제40권1호
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    • pp.51-62
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    • 2007
  • 횡월류위어의 월류량을 산정하기 위해서는 횡월류위어의 흐름특성을 분석하고 유량계수를 산정하는 것이 필요하다. 본 연구에서는 수리실험을 통하여 직사각형, 삼각형 횡월류위어에 대하여 본류의 Froude 수, 횡월류위어의 폭, 위어정각 등의 형상변화에 따른 유량계수를 산정하였다. 횡월류위어의 유량계수는 횡월류위어의 형상 및 기하학적 조건과 본류의 Froude수에 따라 변하는 것으로 나타났다. 다중 회귀분석을 통하여 직사각형과 삼각형 횡월류위어의 유량계수식을 제시하였으며, 측정된 월류량과의 비교 분석을 통해 적용성을 확인하였다.

SSP 기후변화 시나리오에 따른 농업용 저수지 홍수조절능력 분석 (Analysis of Flood Control Capacity of Agricultural Reservoir Based on SSP Climate Change Scenario)

  • 김지혜;곽지혜;황순호;전상민;이성학;이재남;강문성
    • 한국농공학회논문집
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    • 제63권5호
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    • pp.49-62
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    • 2021
  • The objective of this study was to evaluate the flood control capacity of the agricultural reservoir based on state-of-the-art climate change scenario - SSP (Shared Socioeconomic Pathways). 18 agricultural reservoirs were selected as the study sites, and future rainfall data based on SSP scenario provided by CMIP6 (Coupled Model Intercomparison Project 6) was applied to analyze the impact of climate change. The frequency analysis module, the rainfall-runoff module, the reservoir operation module, and their linkage system were built and applied to simulate probable rainfall, maximum inflow, maximum outflow, and maximum water level of the reservoirs. And the maximum values were compared with the design values, such as design flood of reservoirs, design flood of direct downstream, and top of dam elevation, respectively. According to whether or not the maximum values exceed each design value, cases were divided into eight categories; I-O-H, I-O, I-H, I, O-H, O, H, X. Probable rainfall (200-yr frequency, 12-h duration) for observed data (1973~2020) was a maximum of 445.2 mm and increased to 619.1~1,359.7 mm in the future (2011~2100). For the present, 61.1% of the reservoirs corresponded to I-O, which means the reservoirs have sufficient capacity to discharge large inflow; however, there is a risk of overflowing downstream due to excessive outflow. For the future, six reservoirs (Idong, Baekgok, Yedang, Tapjung, Naju, Jangsung) were changed from I-O to I-O-H, which means inflow increases beyond the discharge capacity due to climate change, and there is a risk of collapse due to dam overflow.

조정지댐에 유입하는 도시하천 오염특성에 관한 연구 (A Study on Pollution Property of Urban River Inflow in Regulating Reservoir)

  • 장인수;박기범;이원호
    • 한국환경과학회지
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    • 제15권10호
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    • pp.935-943
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    • 2006
  • This study focuses on analyzing the inflow characteristic of contaminants of city water that flows into a main water system like a reservoir, and intends to provide basic data which can be efficiently reflected on water quality management policy and decision making of a reservoir. The conclusion obtained from the analysis of the inflow of a main water system by analyzing the inflow property of city water contaminants is as follows. In the case of Chungju-cheon stream which is the city water, pollution load from the basic outflow is low when it rains, and with high load of basic outflow during the dry season, due to the discharge of pollutants from the city, the quality of water becomes worse. In the case of Chungju-cheon stream, average BOD is $4.53mg/{\ell}$ when it rains, and the contaminants increase and flow in about 7.8% compared to the average BOD during the average droughty season. The average SS concentration in water is $798.67mg/{\ell}$ and increased 97.2% compared to the average droughty season.

토사유출 방지용 침사지 적정규모 설정방안에 관한 연구 -목포시 부주산을 사례로- (A Study on Establishing Optimum Scale of Sediment Basin for Preventing the Outflow of Sediment - In the case of Buju Mountain in Mokpo city, Korea -)

  • 우창호;황국웅
    • 한국조경학회지
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    • 제26권4호
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    • pp.59-69
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    • 1999
  • This study examines the existing theories related to detention basin and embodies the calculation process of sediment basin. It investigated the scale of sediment basin by actual measurement at Buju Mountain, Mokpo city which causes the environmental problems like erosion and outflow of sediment due to the excessive development, finds the problems of existing sediment basin by applying and analyzing the physical factors which affect the execution of sediment basin using GIS as the method establishing the scale of sediment basin embodied in this study and then suggests the oteimum scale. Comparing the surface area of the existing sediment basin and of the required one, all of the surface areas of the existing sediment basins were smaller than those of the required one. Therefore, it can be expected that the trap efficient of sediment will be declined. The required one. Therefore, it can be expected that the trap efficient of sediment will be declined. The required minimum depth was fully satisfied, but it is analyzed that the volume of sediment basin will affect the neighboring environment because it can not accomodate the inflow discharge volume except sediment basin C. It is consistent with the actual situation which causes a serious environmental problem due to the overflow of sediment basin during the heavy storm event except sediment basin C and also it verifies the validity of calculation process of establishing optimum sediment basin suggested in this study.

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생태계모델을 이용한 동해 심층수 개발해역의 수질환경 변화예측 (A Numerical Prediction for Water Quality at the Developing Region of Deep Sea Water in the East Sea Using Ecological Model)

  • 이인철;윤석진;김현주
    • 한국해양공학회지
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    • 제22권2호
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    • pp.34-41
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    • 2008
  • As a basic study for developing a forecasting/estimating system that predicts water quality changes when Deep Sea Water (DSW) drains to the ocean after using it, this study was carried out as follows: 1) numerical simulation of the present state at DSW developing region in the East sea using SWEM, 2) numerical prediction of water quality changes by effluent DSW, 3) analysis of influence degree 'With defined DEI (DSW effect index) at F station. On the whole, when DSW drained to the ocean, Chl-a, COD and water-temperature were decreased and DIN, DIP and DO were increased by effluent DSW, and Salinity was steady. According to analysis of influence degree, the influence degree of DIN was the highest and it was high in order of Chl-a, COD, Water-temperature, DO, DIP and Salinity. The influence degree classified by DSW effluent position was predicted that suiface outflow was lower than bottom outflow. Ad When DSW discharge increased 10 times, the influence degree increased about $5{\sim}14$ times.

용담댐 시험유역 특성자료분석 연구 (Analysis of hydrological characteristics of Yongdam Dam experimental basin)

  • 황의호;채효석;이근상;고덕구
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2006년도 학술발표회 논문집
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    • pp.1444-1449
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    • 2006
  • 우리나라는 전 국토의 70%가 산지로 되어 있고, 토지를 집약적으로 이용하므로 유역이 다양한 지형, 토양, 식생, 토지이용 등으로 구성되어 있다. 또한 이수 계획을 수립하기 위한 유출량의 계산을 위해서는 직접유출 뿐만 아니라 기저유출까지 재현할 수 있는 유역수문모형이 필요하다. 이에 따라 유역내 수문인자의 정량적.정성적 분석을 위해서는 유역출구에서 뿐만 아니라 유역전체에 대한 수문인자를 평가할 수 있는 분포형 모형이 요구되고 있으며, 효율적인 수자원관리 및 개발 계획수립을 위한 물리기반 수문모형의 개발 및 적용 요구가 증대되고 있다. 우리 공사도 유역조사에서 PRMS 모형에 의한 물수지 분석을 수행하고 있는 등 이수분야에 물리기반 모형의 적용이 증가하고 있는 실정이다. 기존 USGS WEASEL은 PC Arc/Info 기반에서 구동하는 방식으로 사용방법 및 사용자 인터페이스 제공 측면에 있어 불편함이 초래하고 있으며, 현재 GIS 기술의 발달과 함께 ESRI ArcGIS9.1이 개발되어 GIS를 이용한 분석에 있어 편리성을 제공하여 많은 분야에 적용되고 있다. 이에 따라, 본 연구에서는 편리한 모델링 환경 제공을 신기술 적용 및 국내 자연환경에 적합한 유출매개변수 도출 시스템 개발을 위하여 선진 사례 벤치마킹을 통한 수자원 DB로부터 물리기반 수문모형 입력 자료를 효과적으로 추출하는 전 후처리기를 개발하고, 다양한 수문 수질모형에 적용할 수 있는 GIS 기반의 입출력 컴포넌트를 개발하였다.

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소유역의 지하수함양율 추정기법 (Estimation Methods of Groundwater Recharge Rate in Small Basin)

  • 박재성;김경호;전민우;김지수
    • 대한지하수환경학회지
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    • 제6권2호
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    • pp.76-86
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    • 1999
  • 지하수 수요예측과 개발계획을 수립하기 위해서 지하수 함양율을 적절히 산정할 필요가 있다. 본 연구에서는 초정리 일원의 소유역을 선정하고 이 유역에 대해서 지하수 함양량 추정기법중 물수지분석법. SCS-CN 방법. 지하수위 강하곡선법 및 유출수문곡선법으로 함양율을 추정하였다. 물수지분석법과 SCS-CN 방법에서는 청주기상대의 10년 강우자료가 이용되었다. 지하수강하곡선법을 위해서는 1997년 한해 동안 3개의 관측정으로부터 얻은 지하수위자료를 이용하였고, 유출수문곡선법 적용시에는 3개년도의 수위.유량곡선자료가 이용되었다. 각 방법에 의한 함양율은 물수지분석법이 19%. SCS-CN 방법이 12.95%, 지하수강하곡선법이 16.5%. 그리고 유출수문곡선법이 10.9% 정도의 결과값을 보였다. 상기 방법들에 의해 계산된 이 유역의 지하수 평균함양율은 14.84%이었다.

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낙동강 하구둑 방류량이 하구지역 지형 변화에 미치는 영향 분석 (An Analysis of the Effect of Barrier Discharge on the Topographic Change of Nak-dong River Estuary)

  • 공태욱;김성보
    • 한국산업융합학회 논문집
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    • 제26권1호
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    • pp.163-173
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    • 2023
  • In this study, topographic change analysis was performed on the Nak-dong River estuary area. The factors affecting the changes in the bathymetry of the Nak-dong River estuary were analyzed using data from the discharge, suspended sediments, and rainfall of the Nak-dong River barrier as analysis data. As a result, erosion and sedimentation are judged to appear repeatedly due to complex effects such as discharge of the estuary barrier of the Nak-dong River and invasion of the open sea waves, and it is judged that there is no one-sided tendency. However, as a result of checking the data in the second half of 2020, it was possible to confirm a large amount of erosion, which is different from the past data. It is clear that this is a result beyond the trend of erosion in the first half and sedimentation in the second half. In the summer of 2020, the rainy season lasted for more than a month and torrential rains occurred, which seems to be due to about three times higher rainfall than other periods, and erosion is believed to have occurred as the discharge increased rapidly compared to the time deposited by river water outflow. In addition, compared to other times, the influence of many typhoons in the summer of 2020 is believed to have affected the topographical change at the mouth of the Nak-dong River.