• 제목/요약/키워드: estuary dam

검색결과 87건 처리시간 0.022초

Flushing 방류로 인한 섬진강 하구부 염수침입 영향분석 (Analysis of Saltwater Intrusion by Flushing Discharge in the Seomjin River Estuary)

  • 노준우;이진영;신재기
    • 환경영향평가
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    • 제20권3호
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    • pp.325-335
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    • 2011
  • Estuary is a transitional zone between river and ocean environment that receives the maritime and riverine influence simultaneously. Estuaries are the most productive habitats because their incoming water provides large quantities of nutrients. The Seomjin River estuary, located in the middle south of Korea, has no barrage and shows natural characteristic of estuary. However, due to dredging and reclamation the environment of the estuary has been changed significantly in the river mouth. In addition, increased freshwater intake in midstream of the Seomjin River results in salinity intrusion. In this paper salinity variation in downstream estuary of the Seomjin River has been simulated and tested using EFDC model. The results of simulation were compared with measured data collected at three points, Culture & Art Center, Sumjin Iron Bridge, and Mokdori, located at 9Km, 14Km, and 15.5Km respectively from downstream estuary. Based on the simulated results, the contribution of the flushing discharge has been evaluated in preventing the salinity intrusion by increasing the discharge flowrates released from the Juam dam.

영산강 하구둑 실시간 홍수예보 및 관리시스템 개발 (Development of Real-Time Forecasting and Management System for the Youngsan Estuary Dam)

  • 강민구;박승우;허용구;박창언;강문성
    • 한국농공학회:학술대회논문집
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    • 한국농공학회 2002년도 학술발표회 발표논문집
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    • pp.285-288
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    • 2002
  • For real-time flood forecasting and effective control flood at the Youngsan estuary dam, the Flood Forecasting and Control User Interface System II (FFCUS II) has been developed. This paper describes the features and application of FFCUS II. FFCUS II is composed of the database management subsystem, the model subsystem, and the graphic user interface. The database management subsyem collects rainfall data and stream flow data, updates, processes, and searches the data. The model subsystem predicts the inflow hydrograph, the tide, forecasts flood hydrograph, and simulates the release rate from the sluice gates. The graphic user interface subsystem aids the user's decision-making process by displaying the operation results of the database management subsystem and model subsystem.

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금강하구둑 홍수예경보 시스템 개발(I) -시스템의 구성- (Real-Time Flood Forecasting System For the Keum River Estuary Dam(I) -System Development-)

  • 정하우;이남호;김현영;김성준
    • 한국농공학회지
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    • 제36권2호
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    • pp.79-87
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    • 1994
  • A real-time flood forecasting system(FLOFS) was developed for the real-time and predictive determination of flood discharges and stages, and to aid in flood management decisions in the Keum River Estuary Dam. The system consists of three subsystems : data subsystem, model subsystem, and user subsystem. The data subsystem controls and manages data transmitted from telemetering systems and simulated by models. The model subsystem combines various techniques for rainfall-runoff modeling, tidal-level forecasting modeling, one-dimensional unsteady flood routing, Kalman filtering, and autoregressivemovingaverage(ARMA) modeling. The user subsystem in a menu-driven and man-machine interface system.

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금강하구둑 홍수예경보시스템 개발(II) -시스템의 적용- (Real-Time Flood Forecasting System For the Keum River Estuary Dam(II) -System Application-)

  • 정하우;이남호;김현영;김성준
    • 한국농공학회지
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    • 제36권3호
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    • pp.60-66
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    • 1994
  • This paper is to validate the proposed models for the real-time forecasting for the Keum river estuary dam such as tidal-level forecasting model, one-dimensional unsteady flood routing model, and Kalman filter models. The tidal-level forecasting model was based on semi-range and phase lag of four tidal constituents. The dynamic wave routing model was based on an implicit finite difference solution of the complete one-dimensional St. Venant equations of unsteady flow. The Kalman filter model was composed of a processing equation and adaptive filtering algorithm. The processng equations are second ordpr autoregressive model and autoregressive moving average model. Simulated results of the models were compared with field data and were reviewed.

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대단위 농업종합개발사업의 사회경제적 기대편익 추정과 결합비용의 배분 -금강지구를 중심으로- (Estimation of the Expected Socio-economic Benefits of the Largescale Comprehensive Agricultural Development Project and Jointcost Allocation -In the Case of Kumgang Project Area-)

  • 임재환
    • 농업과학연구
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    • 제23권1호
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    • pp.159-176
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    • 1996
  • This study is aimed at reviewing the methods of joint cost allocation and allocating the joint cost of estuary dam with specially repect to Kumgang Large-scale Agricultural Comprehensive Development Project. Apart from the water resource development project propelled by Water Resource Development Corporation in connection with Law of Multipurpose Dam Development, the Largescale Comprehensive Agricultural Development Projects couldn't ins-titutionally be carried out cost allocation of common facilities, even though it were concerned with irrigation, municipal and industrical water supply, flood control, sightseeing and industrial zone development components. To decrease farmer's burden of the project costs and, operation and maintenance costs, the joint costs of common facilities like estuary dam included in agricultural development projects have to be allocated by suitable method as alternative cost-remaining benefit method and the analytical activity should be supported by revising the concerned laws as Rural Development and Promotion and, Rural Rearrangement conpatible with the law for multipurpose dam development. Kumgang Agricultural Comprehensive Development Project was selected as a case study for the estimation of socio-economic benefits by project components and joint cost allocation of the estuary dam. The main results of the study are as follows; Joint cost allocation and unit charges by components 1. The project area will be 25,554ha with total project cost of 624,860 million won including the estuary dam cost of 120,843 million won. The project costs were ex-pressed by 1994 constant price. 2. Total quantity of water was estimated 365 million tons which were consisted of 245 million tons for irrigation, 73 million tons for municipal water and 47 million tons for industrial water. 3. The rates of joint cost allocation were amounted to 34.2% for agriculture, 2.5% for sightseeing, 45.7% for transportation, 11.8% for M & I water supply and 5.8% for flood control respectively. 4. The unit financial charges by project components were estimated at 7.88 won per ton for irrigation, 16.11won for M & I water, 1,686won per vehicle one pass, 977won per Pyeong according to the capital recovery method. The financial charges using straitline method for depreciation were estimated at 7.88won per ton for irrigation, 9.12won per ton for M & I water, 624won per vehicle one pass for transportation and 331won per Pyeong for sightseeing area. 5. The unit economic charges by project components were estimated at 21.1 won per ton for irrigation, 15.2won for M & I water, 977won per vehicle one pass, 977won per Pyeong according to the capital recovery method. The economic charges using straitline method for depreciation were estimated at 11.72won per ton for irrigation, 8.61won per ton for M & I water, 331won per vehicle one pass for transportation. Policy recommendation 1. The unit operation and maintenance costs for irrigation water in the paddy field couldn't be imposed as the water resource cost untreated. 2. The dam costs including investment cost and O & M cost, as a joint cost, had to be allocated by each benefited components as transportation, M & I water supply, flood control, irrigation and drainage, and sightseeing. But the agricultural comprehensive project have been dealt as an irrigation project without any appraisal socio-economic benefits and any allocating the joint cost of estuary dam. 3. All the associated project benefits and costs must be evaluated based on accounting principle and rent recovery rate of the project costs and O & M costs should be regulated by the laws concerned. 4. The rural development and promotion law and rural rearrangement law have to be revised comprising joint cost allocation considering free rider problems. 5. The government subsidy for the agricultural base development project has to be covered all the project costs. In case of common facilities representing joint cost allocation problems, all the allocated casts for other purposes like transportation and M & I water supply etc. should be recovered for formation in investment fund for agricultural base development and to procure O & M costs for irrigation facilities.

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담수호 홍수관리를 위한 상류 유입량 실시간 예측 (Real-time Upstream Inflow Forecasting for Flood Management of Estuary Dam)

  • 강민구;박승우;강문성
    • 한국수자원학회논문집
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    • 제38권12호
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    • pp.1061-1072
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    • 2005
  • 본 연구에서는 영산호의 상류에 위치한 나주유역의 홍수시 유출량을 실시간으로 예측하기 위하여 Grey홍수 유출모형을 개발하였다. 나주유역의 유출량은 나주수위관측소에서 실시간으로 측정하고 있으며, 이곳은 영산호의 유입홍수량을 예측과 홍수관리를 위한 주관측소이다. 모형의 지배방정식은 Grey시스템 이론에 근거하여 구성되었으며, 모형의 매개변수는 Grey 시스템매개변수의 조합으로 구성하였다. 모형의 차수는 실측자료와 모의결과를 비교하여 다른 차수 보다 양호한 결과를 나타내는 5차로 하였다. 모형의 보정시 예측결과와 실측치간의 RMSE는 $3.1\~290.5m^{3}/sec$를 나타냈으며, $R^{2}$$0.909\~0.999$를 나타냈다. 모형의 검정시 예측결과와 실측치간의 RMSE는 $20.6\~147.4m^{3}/sec$를 나타냈으며, $R^{2}는\;0.940\~0.998$를 나타냈다. 매개변수가 추정된 모형을 이용하여 담수호의 유입량을 하천수위 상태에 따라 예측한 결과, 하천수위가 상승할 경우와 하강할 경우의 예측 홍수량은 예측시간이 증가할수록 커지는 경향을 나타냈다. 또한, 하천수위가 첨두에 가까운 시기의 홍수량은 예측시간에 관계없이 실측자료와 비슷한 결과를 나타냈다. 이와 같은 결과는 Grey 홍수유출모형을 홍수시 담수호 유입량을 실시간으로 정확하게 예측하는데 적용할 수 있음을 나타낸다.

탐진강-강진만의 댐하류 열린하구 시스템에서 유기탄소의 조성 및 기원 변화 연구 (Tracing Source and Concentration of Riverine Organic Carbon Transporting from Tamjin River to Gangjin Bay, Korea)

  • 박형근;강동원;신경훈;옥기영
    • 생태와환경
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    • 제50권4호
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    • pp.422-431
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    • 2017
  • 본 연구에서는 상류댐과 열린하구를 가진 소유역에서 하천을 통해 기수역에 유출되는 육상기원 유기탄소의 농도와 발생기원의 시공간적인 분포를 파악하였다. 탐진강과 강진만의 연구결과, 탐진강 상류에 건설된 댐저수지와 강진만 해양에서는 여름 강우 이전에는 일차생산에 의해 저수지 기원, 그리고 해양기원 식물플랑크톤이 유기탄소의 성상과 조성에 영향을 미쳤다. 댐하류 하천에서는 상류댐에서 유래한 물질이, 그리고 금강천이 합류되면서 지류의 영향이 나타났다. 탐진강 하구역은 조석간만에 따라 탐진강에서 공급되는 물질과 바다에서 유입되는 물질, 그리고 국지적인 갈대습지의 영향이 복잡하게 작용하여 DOC와 POC의 농도변화에 영향을 주고 있었다. 특히, 탐진강에서는 대부분의 유기탄소가 DOC 형태로 강하구로 유출되는 반면, 강진만에서는 해양으로부터 들어오는 식물플랑크톤의 영향으로 POC 형태의 공급이 우세하게 나타나는 등 유기탄소의 성상별, 발생기원별 전이가 뚜렷하게 발생하였다. 이와 같은 강과 해양으로 연결하는 하천 유기탄소의 시공간적인 변화연구는 유역의 환경변화에 따른 생태계 물질이동 변화를 평가하고 예측하는 데 활용될 수 있을 것이다.

낙동강 하구에서의 해양 환경 변화 (Change of Oceanographic Environment in the Nakdong Estuary)

  • 장성태;김기철
    • 한국해양학회지:바다
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    • 제11권1호
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    • pp.11-20
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    • 2006
  • 낙동강 하구는 담수와 해수가 만나 복잡한 순환 양상을 보이는 지역으로, 1987년에 준공된 하구둑의 건설로 지형적인 변화와 함께 여러 가지 해양 환경적인 변화를 가져왔다. 하구둑 건설 전과 후의 특징을 보면, 건설 전에 비해 흐름이 약해졌고 조류가 흐름을 주도하던 혼합 기작이 담수의 방류가 주도하는 체계로 변하였다. 이러한 담수의 방류는 그 정도에 따라 낙동강 하구둑 하류부 담수의 거동과 혼합 특성을 변화시켰으며 해수 순환에도 큰 영향을 주었다 본 연구에서는 낙동강 하구둑 하류부의 유동 특성을 하구둑의 수문 개폐에 초점을 맞춰 분석하였다.

영산호 운영을 위한 홍수예보모형의 개발(III) -배수갑문 조절에 의한 홍수파의 전달- (River Flow Forecasting Model for the Youngsan Estuary Reservoir Operation(III) - Pronagation of Flood Wave by Sluice Gate Operations -)

  • 박창언;박승우
    • 한국농공학회지
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    • 제37권2호
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    • pp.13.2-20
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    • 1995
  • An water balance model was formulated to simulate the change in water levels at the estuary reservoir from sluice gate releases and the inflow hydrographs, and an one-di- mensional flood routing model was formulated to simulate temporal and spatial varia- tions of flood hydrographs along the estuarine river. Flow rates through sluice gates were calibrated with data from the estuary dam, and the results were used for a water balance model, which did a good job in predicting the water level fluctuations. The flood routing model which used the results from two hydrologic models and the water balance model simulated hydrographs that were in close agreement with the observed data. The flood forecasting model was found to be applicable to real-time forecasting of water level fluc- tuations with reasonable accuracies.

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DAM 수문의 최적설계에 관한 사찰 (A Study on the Optimal Design of the Gate Leaf of a Dam)

  • 최상훈;한응교;양인홍
    • 한국해양공학회지
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    • 제5권1호
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    • pp.64-70
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    • 1991
  • The design theory of roller gate has been systematized laying more emphasis on practical formulas than theoretical ones and the design procedure of the existing gate facilites is reviewed and analyaed on economical viewpoint and safety factor. The design theory of timoshenko, the thechnical standards for hydraulic gate and penstock of Japan, and the design standards for waterworks structures of Germany are applied to the study of optimal design of a gate leaf. In this study, gate leaf which is now being operated for water control at the seadike, estuary dam and reservoir dam are adopted as a mode, and a new design method by the computer is proposed through the variation of design elements within practical ranges. As a result, safety factor and economical design can be made by using T-beams to the horizontal and vertical beam of the gate leaf instead of H-beams used in the existing seadike roller gate at Asan, and total weight of gate leaf is reduced by the present optimization.

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