• 제목/요약/키워드: Joint dam operation

검색결과 11건 처리시간 0.023초

Development of a Decision Support System for Turbid Water Management through Joint Dam Operation

  • Kim, Jeong-Kon;Ko, Ick-Hwan;Yoo, Yang-Soo
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2007년도 학술발표회 논문집
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    • pp.31-39
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    • 2007
  • In this study we developed a turbidity management system to support the operation for effective turbid water management. The decision-making system includes various models for prediction of turbid water inflow, effective reservoir operation using the selective withdrawal facility, analysis of turbid water discharge in the downstream. The system is supported by the intensive monitoring devices installed in the upstream rivers, reservoirs, and downstream rivers. SWAT and HSPF models were constructed to predict turbid water flows in the Imha and Andong catchments. CE-QUAL-W2 models were constructed for turbid water behavior prediction, and various analyses were conducted to examine the effects of the selective withdrawal operation for efficient high turbid water discharge, turbid water distribution under differing amount and locations of turbid water discharge. A 1-dimensional dynamic water quality model was built using Ko-Riv1 for simulation of turbidity propagation in the downstream of the reservoirs, and 2-dimensional models were developed to investigate the mixing phenomena of two waters discharged from the Andong and Imha reservoirs with different temperature and turbidity conditions during joint dam operation for reducing the impacts of turbid water.

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다목적댐군의 실제 연계운영 효과 평가 (Evaluation of Effects of Real Joint-Operation of Multi-purpose Dams)

  • 강민구;이광만;차형선
    • 한국수자원학회논문집
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    • 제40권2호
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    • pp.101-112
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    • 2007
  • 본 연구에서는 댐군을 연계운영할 경우 발생하는 효과를 이수측면에서 평가할 수 있는 방법을 개발하여 한강수계 댐군 운영 실적의 평가에 적용하였다. 개발된 평가방법에서는 용수공급과 유황개선 부분에서 연계운영의 효과를 평가하기 위하여 평가지점에서 필요수량에 대한 충족률과 유황안정도를 평가지표로 사용하였다 발전 부분에서 연계운영의 효과는 댐군에 의해 생산된 총발전량을 평가지표로 사용하였다. 실제 운영실적은 공칭공급량을 공급하는 단독운영과 최적화 모형에 의한 평가지표들과 비교하여 평가되었다. 한강수계의 2001년부터 2004년까지의 실제 연계운영 실적을 단독운영과 최적화 모형의 결과와 각 연도별로 비교해 보면, 용수공급 측면에서 필요수량 충족률은 단독운영은 $94.36{\sim}99.68%$, 실제운영은 $97.16{\sim}99.90%$, 최적화 모형은 4개년 모두 100.0 %를 나타냈다. 댐 운영 방법별로 하상계수와 유황계수를 사용하여 유황안정도를 평가해 보면, 유황이 단독운영 보다 실제운영과 최적화 모형이 더 안정적인 결과를 나타냈다. 실제 총발전량을 다른 운영방법의 결과와 비교해 보면, 최적화 모형은 실제 총발전량 보다 $-3.47{\sim}6.54%$ 증가된 결과를 나타냈으며, 단독운영은 실제 총발전량 보다 $12.68{\sim}38.94%$ 감소된 결과를 나타냈다.

이수측면에서 평화의댐 활용방안 연구 (Utilization of Peace Dam for Conservation Purpose)

  • 이재응;임동선;이종태
    • 한국수자원학회논문집
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    • 제37권8호
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    • pp.653-662
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    • 2004
  • 본 연구에서는 평화의댐을 화천댐과 연계운영하여 치수측면에서 뿐만 아니라 이수측면에서의 효과를 증대시키는 방안을 모색하였다. 평화의댐은 2003년 2단계 축조공사 완료후 현재 댐 마루표고가 EL.225m에서 증축될 계획이어서 담수능력이 증가될 것이다. 만일 평화의댐 저수용량이 증대되고 수문이 설치된다면 치수뿐만 아니라 이수 측면에서도 한강수계에 도움이 될 것이다. 본 연구에서는 모의운영 기법을 사용하여 평화의댐 상시만수위 변화, 화천댐 하절기 제한수위의 변화, 그리고 평화의댐으로 유입되는 유입량의 변화를 다양하게 고려한 저수지 운영을 실시하여, 신뢰도 95%시 화천댐 연평균발전량, 상시발전량, 용수공급량을 산정하였다. 그 결과 평화의댐 상시만수위와 화천댐 제한수위 증대시 발전량은 증가하나 유입량 감소시에는 발전량에 크게 변화를 미치지 않았다. 용수공급능력은 동일한 조건하에서 유입량 감소시 약 35∼40%가량 감소하므로 일정수준을 유지하려면 평화의댐을 증고하여 상시만수위를 높여야 할 것으로 판단된다.

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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모의기법에 의한 홍수기 저수지 운영 모형 개발(II) (Development of Reservoir Operation Model using Simulation Technique in Flood Season(II))

  • 신용노;맹승진;고익환;이환기
    • 한국수자원학회논문집
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    • 제35권6호
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    • pp.797-805
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    • 2002
  • 본 연구의 제Ⅰ보 (신용노 등, 2000)에서는 댐의 제약조건과 댐 상·하류의 유출상황을 고려하여 홍수기 댐을 운영 할 수 있는 모의기법 모형인 EV ROM을 개발하였고, 본 보에서는 제Ⅰ보에서 개발된 EV ROM을 FORTRAN Power Station 4.0에 의해 금강수계 댐군을 연계운영 할 수 있는 전산프로그램을 개발하였다. 개발된 프로그램을 사용하여 금강수계에서 발생한 3개 홍수사상에 적용해 본 결과 기존의 Rigid ROM이나 Technical ROM보다 효과적인 것으로 나타났다. 이는 본 연구에서 개발한 EV ROM이 댐 유역뿐만 아니라 댐 하류 홍수제어지점의 수문상황을 동시에 고려하여 댐의 방류계열을 결정하였기 때문이다. 향후, 본 연구에서 개발된 EV ROM을 다양한 홍수사상에 적용하기 위해서는 예측강우량의 정확도 개선과 함께 프로그램의 지속적인 보완이 이루어져야 할 것이다.

Pressure analysis in grouting and water pressure test to achieving optimal pressure

  • Amnieh, Hassan Bakhshandeh;Masoudi, Majid;Kolahchi, Reza
    • Geomechanics and Engineering
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    • 제13권4호
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    • pp.685-699
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    • 2017
  • In order to determine the rate of penetrability, water pressure test is used before the grouting. One of the parameters which have the highest effect is pressure. Mathematical modeling is used for the first time in this study to determine the optimum pressure. Thus, the joints that exist in the rock mass are simulated using cylindrical shell model. The joint surroundings are also modeled through Pasternak environment. In order to validate the modeling, pressure values obtained by the model were used in the sites of Seymareh and Aghbolagh dams and the relative error rates were measured considering the differences between calculated and actual pressures recorded in these operations. In water pressure test, in Seymareh dam, the error values were equal to 4.75, 3.93, 4.8 percent and in the Aghbolagh dam, were 22.43, 5.22, 2.6 percent and in grouting operation in Seymareh dam were equal to 9.09, 32.50, 21.98, 5.57, 29.61 percent and in the Aghbolagh dam were 2.96, 5.40, 4.32 percent. Due to differences in rheological properties of water and grout and based on the overall results, modeling in water pressure test is more accurate than grouting and this error in water pressure test is 7.28 percent and in grouting is 13.92 percent.

한강수계의 고수 및 저수기 유출모형 매개변수 민감도 분석 (Sensitivity Analysis for Parameter of Rainfall-Runoff Model During High and Low Water Level Season on Ban River Basin)

  • 추태호;맹승진;옥치율;송기헌
    • 한국산학기술학회논문지
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    • 제9권5호
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    • pp.1334-1343
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    • 2008
  • 본 연구는 수계별 한정된 수자원의 효율적 관리를 위한 기존댐의 연계운영과 병행하여 댐 상·하류 유출을 고려한 종합적인 수자원관리방안 수립의 필요성이 대두됨에 따라, 고수기 및 저수기 댐 상 하류의 수계주요지점에 대한 하천유출상황을 모의할 수 있는 유출모형을 구성하는데 목적이 있다. 또한 장 단기적으로는 기존 모형을 검토하여 한국수자원공사의 "한강수계 댐 통합운영계획 수립" 업무에 활용될 수 있도록 하는데 있다. 본 연구에서는 한강수계의 소유역을 24개로 분할하였고 강우의 공간 분포를 작성하기 위해 151개의 강우관측소를 이용하여 강우자료를 정리하였다. 한강수계의 주요 제어지점으로 소양강댐, 충주댐, 충주 조정지댐, 횡성댐, 화천댐, 춘천댐, 의암댐, 청평댐, 팔당댐을 선정하였다. SSARR(Streamflow Synthesis and Reservoir Regulation) 모형을 기반모형으로 선정하여 모형의 입력자료를 작성하고 2002년의 수문자료를 이용하여 매개변수의 민감도 분석을 수행하였다. 민감도 분석 결과, 유역유출과 관련된 매개변수 중 토양습윤상태별 유출율, 침투량별 지하수유입률 및 지표수와 복류수를 분리하는 매개변수가 비교적 큰 민감도를 나타내었다.

Estimating of water pressure to avoid hydraulic fracturing in water pressure test

  • Amnieh, Hassan Bakhshandeh;Masoudi, Majid
    • Computers and Concrete
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    • 제19권2호
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    • pp.171-177
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    • 2017
  • Water pressure test operation is used before the grouting to determine the rate of penetrability, the necessity and estimations related to grouting, by the penetration of water into the borehole. One of the parameters which have the highest effect is pressure of water penetration since the application of excessive pressure causes the hydraulic fracture to occur in the rock mass, and on the other hand, it must not be so small that prevents from seeing mechanical weaknesses and the rate of permeability. Mathematical modeling is used for the first time in this study to determine the optimum pressure. Thus, the joints that exist in the rock mass are simulated using cylindrical shell model. The joint surroundings are also modeled through Pasternak environment. To obtain equations governing the joints and the surroundings, energy method is used accompanied by Hamilton principle and an analytical solution method is used to obtain the maximum pressure. In order to validate the modeling, the pressure values obtained by the model were used in the sites of Seymareh and Aghbolagh dams and the relative error rates were measured considering the differences between calculated and actual pressures. Modeling in the sections of Seymareh dam showed 4.75, 3.93, 4.8 percent error rates and in the sections of Aghbolagh dam it rendered the values of 22.43, 5.22, 2.6 percent. The results indicate that this modeling can be used to estimate the amount of pressure for hydraulic fracture in water pressure test, to predict it and to prevent it.

고관절(股關節) 질환(疾患)의 동서양의학적(東西洋醫學的) 고찰(考察) (Study of east & west medical science documentary records of Hip joint pain)

  • 김현수;강준혁;홍서영;윤일지;오민석
    • 혜화의학회지
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    • 제15권1호
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    • pp.125-140
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    • 2006
  • Study of east & west medical science documentary records of Hip joint pain lead to following conclusions. 1. Easten medicine classify hip joint pain with terms "Bi-chu-tong", "Bi chu in tong" "Bi-chu-choong-tong". 2. Easten medicine asorts cause of hip joint pain with external factor, such as exogenous energy, six yin evil energy and intrinsic factor, which are weakness caused by prolonged deasease, warm-heat evil. 3. In western medicine, causes that trigger hip joint pain are trauma, fracture, dislocation,and bacterial infection. 4. Treatment of hip joint disorder in western medicine, physiotherapy concerning conservative treatment, and pain control with drug treatment, kinesitherapy are used, and concernig fracture, operation is used. 5. In Eastern medicine, principle of treating hip joint pain, sung-juk-sa-ji(盛則寫之), hu-juk-bo-ji(虛則補之), yul-juk-jil-ji(熱則疾之), han-juk-yu-ji(寒則留之), ham-ha-juk-chim-ji(陷下則沈之), bul-sung-bul-hu(不盛不虛), yi-kyong-chui-ji(以經取之) is presented. This priciple of treatment was descended through ages and is now applied to treatments such as Acupuncture, Herbal, physical treatment based on so-san-eo-hyul(消散瘀血), seo-kun-tong-rak(舒筋通絡), so-ri-kwan-jul(疏利關節) principle. 6. In Eastern medicine, meridians used to treat hip joint pain are The Chok yangmyung wi Kyong(足陽明胃經), Chok taeum bi Kyong(足太陰脾經), Chock soyang dam Kyong(足少陽膽經), Chock guelum gan Kyong(足厥陰肝經). In conclusion, hip joint pain should be considered in relationship with internal organs and whole body system. Western & Eastern point of view should be carefully inspected and connected and intensive study of nervous system and meridian is required, in order to adopt best treatment for the patients.

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이변량 Gumbel 혼합모형을 이용한 홍수심도 평가 (Evaluation of Flood Severity Using Bivariate Gumbel Mixed Model)

  • 이정호;정건희;김태웅
    • 한국수자원학회논문집
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    • 제42권9호
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    • pp.725-736
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    • 2009
  • 홍수사상은 크게 첨두홍수량, 홍수용적, 지속기간 등과 같은 서로 상관된 세 가지의 요소로 정의될 수 있다. 그러나 그동안 수공학적 계획이나 설계, 운영 등을 위한 홍수빈도해석에서는 주로 첨두홍수량 한가지 요소에 초점을 맞추어 홍수빈도해석을 수행해 왔다. 이러한 단변량 홍수빈도해석은 서로 상관된 홍수사상 사이의 복잡한 확률적 거동을 분석하는 데 있어 한계를 가지고 있다. 따라서, 본 연구에서는 Gumbel 혼합모형을 이용한 이변량 홍수빈도해석을 수행하여 홍수심도를 평가하는 방안을 제시하였다. 소양강댐의 35개년 일유입량 자료와 대청댐의 28개년 일유입량자료에 대해 각각의 홍수사상을 분리하고, 분리한 홍수사상에 대해 첨두홍수량과 홍수용적 사이의 결합분포와 결합재현기간 등을 도출하였다. 또한 이러한 이변량 홍수빈도해석에 의해 도출된 홍수 특성을 단변량 홍수빈도해석의 결과와 비교함으로써, 홍수심도 평가에 있어 이변량 홍수빈도 해석기법의 적용성에 관하여 검토하였다.