• 제목/요약/키워드: Linear reservoirs model

검색결과 41건 처리시간 0.034초

선형저수지 모형의 매개변수연구 (A study on Parameters of Linear reservoir models)

  • 고재웅;서영제
    • 물과 미래
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    • 제20권3호
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    • pp.229-235
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    • 1987
  • The purpose of this study is to estimate the parameters of linear reservoir models in order to derive the Instantaneous unit hydrograph from a given small experimental watershed. The linear reservoir model is a conceptual model, consisting of cascade or parallel equal linear reservoirs, preceded by a linear channel which involved Nash, SLR(single linear reservoir) and 2-PLR(two-parallel linear Reservoir) model. the Nash model have two parameters N and K, single linear reseroir has one parameter $K_I$ and two-parallel linear reservoirs have two parameters $K_1,\;K_2$; where N denote the number of reservoirs and K is the storage coefficient of each reservoirs.

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선형 저수지 유형의 parameter 연구

  • 서영재;고재웅
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 1987년도 제29회 수공학연구발표회논문초록집
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    • pp.151-158
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    • 1987
  • The purpose of thes study is to estimate the parameters of linear reservoir models in order to derive the instantaneous unit hydrograph from a given small experimental watershed. The linear reservoir model is a conceptual model, consisting of cascade or parallel equal linear reservoirs, preceded by a linear channel which involved NASH, SLR(single linear reservoir)and 2-PLR(two-parallel linear reservoir)model. The NASH model have two parameters N and K, single linear reservoir has one parameter K1 and two-parallel linear reservoirs have two parameters K1, K2;where N denote the number of reservoirs and K is the storage coefficient of each reservoirs.

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農業用 貯水池 水門 操作 模型 開發 (Development of a gate Operation Model for Agricultural reservoirs)

  • 정상옥
    • 한국농공학회지
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    • 제34권2호
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    • pp.40-48
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    • 1992
  • A model using a linear programming technique was developed to operate gates for the optimum management of small of medium size agricultural reservoirs. To predict the inflow into the reservoirs the WASHMO model, which was a single event hydrology model, was modified and used. To test the applicability, the developed model was applied to two reservoirs located in Kyungpook province. The results showed that the model could be used for the optimum gate operation of the agricultural reservoirs.

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농업용 저수지의 다목적 이용을 위한 용수의 적정배분 (Optimized Allocation of Water for the Multi-Purpose Use in Agricultural Reservoirs)

  • 신일선;권순국
    • 한국농공학회지
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    • 제29권3호
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    • pp.125-137
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    • 1987
  • The purpose of this paper is to examine some difficulties in water management of agricultural reservoirs in Korea, for there are approximately more than 15,000 reservoirs which are now being utilized for the purpose of irrigation, along with the much amount of expenses and labors to be invested against droughts and floods periodically occurred. Recently, the effective use of water resources in the agricultural reservoirs with a single purpose, is becomming multiple according to the alterable environment of water use. Therefore, the task to allocate agricultural water rationally and economically must be solved for the multiple use of agricultural reservoirs. On the basis of the above statement, this study aims at suggesting the rational method of water management by introducing an optimal technique to allocate the water in an existing agricultural reservoir rationally, for the sake of maximizing the economic effect. To achieve this objective, a reservoir, called "0-Bongje" as a sample of the case study, is selected for an agricultural water development proiect of medium scale. As a model for the optimum allocation of water in the multi-purpose use of reservoirs a linear programming model is developed and analyzed. As a result, findings of the study are as follows : First, a linear programing model is developed for the optimum allocation of water in the multi-purpose use of agricultural reservoirs. By adopting the model in the case of reservoir called "O-Bongje," the optimum solution for such various objects as irrigation area, the amount of domestic water supply, the size of power generation, and the size of reservoir storage, etc., can be obtained. Second, by comparing the net benefits in each object under the changing condition of inflow into the reservoir, the factors which can most affect the yearly total net benefit can be drawn, and they are in the order of the amount of domestic water supply, irrigation area, and power generation. Third, the sensitivity analysis for the decision variable of irrigation which may have a first priority among the objects indicate that the effective method of water management can be rapidly suggested in accordance with a condition under the decreasing area of irrigation. Fourth, in the case of decision making on the water allocation policy in an existing multi-purpose reservoir, the rapid comparison of numerous alternatives can be possible by adopting the linear programming model. Besides, as the resources can be analyed in connection with various activities, it can be concluded that the linear programing model developed in this study is more quantitative than the traditional methods of analysis. Fifth, all the possible constraint equations, in using a linear programming model for adopting a water allocation problem in the agricultural reservoirs, are presented, and the method of analysis is also suggested in this study. Finally, as the linear programming model in this study is found comprehensive, the model can be adopted in any different kind of conditions of agricultural reservoirs for the purpose of analyzing optimum water allocation, if the economic and technical coefficients are known, and the decision variable is changed in accordance with the changing condition of irrigation area.

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관개용 저수지의 일별유입량과 방류량의 모의발생(I)-선형 저수지 모형에 의한 유입량의 추정- (Simulating Daily Inflow and Release Rates for Irrigation Reservoirs (1) -Modeling Inflow Rates by A Linear Reservoir Model-)

  • 김현영;박승우
    • 한국농공학회지
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    • 제30권1호
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    • pp.50-62
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    • 1988
  • This study refers to the development of a hydrologic model simulating daily inflow and release rates for irrigation reservoirs. A daily - based model is needed for adequate operation of an irrigation reservoir sufficing the water demand for paddy fields which is closely related to meteorological conditions. Inflow rates to a reservoir need to be accurately described, which may be simulated using a hydrologic model from daily rainfall data. And the objective of this paper is to develop, test, and apply a hydrologic model for daily runoff simmulation. A well - known tank model was selected and modified to simulate daily inflow rates. The model parameters were calibrated using observed runoff data from twelve watersheds, Relationships between the parameters and the watershed characteristics were derived by a multiple regression analysis. The simulation results were in agreement with the data. The inflow model was found to simulate low flow conditions more accurately than high flow conditions, which may be adequate for water resources utilization.

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Effects of Physical Characteristics on a Nutrient-Chlorophyll Relationship in Korean Reservoirs

  • Hwang, Soon-Jin;Jeon, Ji-Hong;Ham, Jong-Hwa;Kim, Ho-Sub
    • 한국농공학회지
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    • 제44권7호
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    • pp.64-73
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    • 2002
  • This study was performed to evaluate effects of physical characteristics of both watershed and reservoir on nutrient-chlorophyll relationship in Korean reservoirs. Simple linear models were developed with published data in Korea including 415 reservoirs and 11 multi-purpose dams, and physico-chemical parameters of reservoirs and characteristics relationship of models were analyzed. Theoretical residence time in Korean reservoirs was strongly correlated with the ratio of TA/ST (drainage area + surface area / storage volume) in the logarithmic function. As a result of monthly nutrients-chlorophyll-a regression analysis, significant Chl-a-TP relationship appeared during May~July. The high Chl-a yields per total phosphorus appeared during this time (R$\^$2/=0.51, p<0.001, N= 1088). Chlorophyll-a demonstrated much stronger relationship with TP. than TN. Seasonal algal-nutrient coupling were closely related with N:P ratio in the reservoir water, and it was, in turn, dependent on the monsoon climatic condition (precipitation). Based on the results of regression analysis and high N:P ratio, a major limiting factor of algal growth appeared to be phosphorus during this time. Unlikely TA/ST ratio, DA/SA ratio (drainage area f surface area) was likely to influence directly on the nutrient-Chl-a relationship, indicating that if storage volume and inflowing water volume were the same, algal biomass could be developed more in reservoirs with large surface area. Thus, DA/SA ratio seemed to be an important factor to affect the development of algal biomass in Korean reservoirs. With low determination coefficient of TP-Chl-a relationship, our findings indicated not only nutrient (phosphorus) but also other physical factors, such as DA/SA ratio, may affect algal biomass development in Korean reservoirs, where actual residence time appears to be more closely related to reservoir surface area rather than storage volume.

이상홍수를 고려한 퍼지 최적 저수지 운영 (Fuzzy Optimal Reservoir Operation Considering Abnormal Flood)

  • 최창원;유명수;이재응
    • 대한토목학회논문집
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    • 제32권4B호
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    • pp.221-232
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    • 2012
  • 본 연구에서는 이상홍수 발생 시 저수지의 안전성을 확보함과 동시에 두 개의 저수지를 효율적으로 연계운영하여 하류의 홍수피해를 줄이기 위한 모형을 개발하였다. 이상홍수 발생 시 저수지 최적연계운영을 위해 선형계획법을 사용하였고, 저수지 운영에서 유입량, 저수지 수위, 유입량의 증감 등의 요소에 포함된 불확실성을 해결하기 위해 퍼지제어기법을 도입하였다. 선형계획법을 이용하여 이상홍수 유입에 따른 저수지 최적연계운영규칙을 찾아내고, 퍼지제어기법을 사용하여 신속하고 정교한 운영이 요구되는 이상홍수 유입상황에 사용할 수 있는 모형을 개발하였다. 본 연구에서는 낙동강 상류에 위치한 안동댐과 임하댐을 대상으로 각 댐의 저수지에 100년 빈도의 홍수와 PMF가 유입될 때 안동시의 계획홍수량을 초과하지 않도록 저수지최적연계운영을 실시하였고, 최적연계운영규칙과 퍼지제어기법을 사용하여 댐 하류지점의 유량과 각 댐별 저류량, 유입량, 유입량의 증감에 따라 방류량을 결정하는 모형을 개발하였다. 개발된 모형은 안동댐과 임하댐의 각 저수지 및 안동시의 유황에 따라 결정되는 224개의 퍼지규칙으로 정리되었으며, GUI를 통해 현재 유황을 입력하면 각 댐의 방류량을 간단히 결정할 수 있다.

수요의 불확실성을 고려한 한강수계 댐 연계 운영 최적화 (Optimization of Multi-reservoir Operation considering Water Demand Uncertainty in the Han River Basin)

  • 정건희;류관형;김중훈
    • 한국방재학회 논문집
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    • 제10권1호
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    • pp.89-102
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    • 2010
  • 미래의 기후조건과 생활패턴의 불확실성으로 인해 미래용수수요 또한 불확실성을 가지며, 이는 충분한 용수공급을 목적으로 하는 댐 운영에 어려움을 초래한다. 따라서 가용 수자원을 최대한 활용하여 충분한 용수분배를 하는 동시에, 홍수와 가뭄에 대한 대비까지 가능한 댐의 운영은 매우 중요하다. 본 연구에서는 미래의 불확실한 용수수요량을 정확히 알지 못하는 상태에서 저수지의 운영을 통한 저류량을 1단계에서 결정하고, 2단계에서 용수수요에 따른 용수공급량과 하천유지유량을 결정하기 위한 최적화 모형을 2단계 추계학적 선형계획법을 이용하여 구축하고, 목표저류량과 실제 저류량의 차이, 용수공급과 하천유지유량의 부족량을 최소화하기 위한 저수지 운영 규칙을 최적화하였다. 또한 가뭄시 보다 현실적이고 효율적인 저수지 운영을 위해 댐저류량에 따라 댐 계획방류량을 일정비율 줄여주는 Hedging Rule을 사용하여 모형의 적절성과 적용성을 향상시켰다. 제안된 모형은 한강수계의 댐들 중 다목적댐인 충주, 횡성, 소양강 댐과 용수전용댐인 광동 댐, 그리고 발전용 댐이지만 비교적 큰 저류용량을 가진 화천 댐을 연계 운영 대상으로 하여, 미래 용수수요량 시나리오를 고려한 최적화를 실시하였다. 그 결과 모든 시나리오에서 생공용수, 농업용수, 하천유지용수 공급량을 대부분 만족시킬 수 있었고, 댐의 저류량 역시 갈수기 용수공급에 대비하여 홍수기인 6월 말에서 9월 중순에 저류량을 확보하면서도 홍수피해저감까지 고려하는 운영이 가능하였다. 이는 다목적 댐들의 연계운영을 위한 저수지 운영규칙결정에 매우 중요한 지표가 될 수 있을 것으로 판단된다.

위험도 평가기준을 적용한 저수지 최적운영방안 연구(II) (한강수계 저수지군을 중심으로) (A Study of Optimal Operation Policy using Risk Evaluation Criteria(II) (for the Han River Reservoirs System))

  • 박명기;김재한;정관수
    • 한국수자원학회논문집
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    • 제35권1호
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    • pp.51-64
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    • 2002
  • 위험도 평가기준을 발전함수를 고려하여 단일저수지에 적용한 박명기 등(2001)의 혼합정수계획법 모형을 다중저수지군 운영에 적합하도록 개선하였다. 본 모형중의 축차선형계획기법(SLP)은 목적함수중 수력발전함수의 선형화를 위하여 적용되었으며, 저수지 방류량의 합리적인 월별 방류배분을 위하여 수력발전량에 대한 가중치를 발전시간 수준별로 적용하도록 정식화요소에 반영하였다. 개선된 모형은 한강수계 5개 저수지군에 시험적용 하였으며, 수계내 연계운영을 위한 복합저수지군의 최적연계에 본 위험도 평가기준을 적용할수 있음을 확인할 수 있었다.