• Geomechanics and Engineering
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• 제35권1호
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• pp.13-27
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• 2023

The model production for large-scale (lateral length ≥ 2.0 m) capillary barrier (CB) model tests is time and cost-intensive. To address these limitations, the framework of a small-scale CB (SSCB) model test under the lateral no-flow condition has been established. In this study, to validate the experimental methodology of the SSCB model test, a series of seepage analyses on the SSCB model test and engineered slopes in the same and additional test conditions was performed. First, the seepage behavior and diversion length (L_D) of the CB system were investigated under three rainfall conditions. In the seepage analysis for the engineered slopes with different slope angles and sand layer thicknesses, the L_D increased with the increase in the slope angle and sand layer thickness, although the increase rate of the L_D with the sand layer thickness exhibited an upper limit. The L_D values from the seepage analysis agreed well with the results estimated from the laboratory SSCB mode test. Therefore, it can be concluded that the experimental methodology of the SSCB model test is one of the promising alternatives to efficiently evaluate the water-shielding performance of the CB system for an engineered slope.

• 한국산학기술학회논문지
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• 제15권2호
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• pp.1126-1139
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• 2014

도시화 및 산업화에 따른 온실가스의 증가로 전 세계적인 이상기후 현상이 빈번하게 발생하고 있으며, 국내에서도 이러한 현상의 하나로 홍수와 가뭄의 영향이 지속적으로 심화되고 있다. 기후변화는 이수, 치수, 환경 등 다양한 측면에서 물 관리 전반에 걸쳐 복잡성을 가중시키고 불확실성을 확대시키는 등 많은 영향을 초래한다. 또한 과거와는 달리 하천유지수량, 환경용수량 등 다양한 용수수요의 증가에 따라 제한된 가용수자원의 추가적인 확보를 위한 분석과 연구가 필요하다. 본 연구에서는 안동댐과 임하댐 유역을 대상으로 기후변화 시나리오와 토양수분 저류구조 Tank 모형을 이용하여 장기 유출량을 산정하였고, 연결도수로를 통해 병렬 연결된 안동댐과 임하댐의 저수지 연결모의운영을 수행하여 임하댐에서 안동댐으로 전환되는 추가 가용 수자원량을 분석, 비교함으로서 미래 기후변화가 가용수자원 확보에 미치는 영향을 정량적으로 평가하였다. 대표농도경로 기후변화 시나리오 중 RCP 6.0과 RCP 8.5를 이용하여 대상유역의 상세 수문자료를 생산하여 과거 유역의 관측 강수량 자료와 경향성을 분석한 결과 시나리오별 모두 5%~9%의 범위로 강수량이 증가하는 것으로 분석되었으며, 목적함수를 이용한 민감도 분석을 통해 가장 높은 적합도를 나타낸 개체군의 크기는 1000 이었으며 교차비율은 80% 이었다. 본 연구의 결과를 이용하여 미래 기후변화에 대응한 물 관리 측면에서 저수지 운영의 효과를 극대화하고 장기적으로 안정적이고 풍부한 용수공급 계획을 수립하는데 도움이 될 것으로 기대된다.

• 한국농공학회지
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• 제21권3호
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• pp.121-126
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• 1979

The objective of this study was to grasp the condition of the distribution of water temperature in the warm water pool, and these observations were performed in Wudu warm water pool located at Wodu-Dong in Chuncheon. The results summarized in this study are as follows; 1. The horizontal distribution charts of water temperature at each depth of points were shown as Fig. 3, Fig. 4, and Fig. 5, respectively. In consequence of the observation, the condition of warm water was stagnant in the coner of warm water pool. As the result, it was found out that stagnant condition was the heaviest at water surface (depth; 0.05m), more heavier at middle depth (depth; 0.55m) and some heavy at bottom of the pool (depth; 1.10m). 2. The vertical water temperature change was shown as Fig. 6, and the mean water temperature of water surface (depth;0.05m) was higher about $2.2{\sim}3.3^{\circ}C$ than bottom water temperature. 3. Therefore, it was required to device such structures as form of broad cannels or overflow diversion weirs to mingle with top and bottom water.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2007년도 학술발표회 논문집
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• pp.2039-2043
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• 2007

Like other major river basin systems in the West of the United States the Platte River Basin are faced with the challenges of allocating more water for plant and animal species. A part of the Central Platte River was designated as critical habitat for the whooping crane in 1978. The water allocation system in the Platte River Basin is dominated by the Prior Appropriation Doctrine, which allocates water according to the priorities based on the date of water use. The Platte River Basin segregated into five subregions for purpose of analysis. 24 years of historic records of monthly flow and all the demands were complied. The simulation of river basin modeling includes physical operation of the system including water allocation by water rights and interstate compact agreements, reservoir operations, and diversion with consumptive use and return flow. MODSIM, a generalized river basin network model, was used for estimating the timing and magnitude of impacts on river flows and diversions associated with water transfers from each region. A total of 20 alternatives were considered, covering transfers from each of the five regions of basin with several options. The result shows that the timing and availability of augmented water at the critical habitat is not only a function of use by junior appropriators, but also of river losses, and timing of return flows.

• 한국환경복원기술학회지
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• 제19권4호
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• pp.61-79
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• 2016

This study aims at examining the structural and managemental problems of the existing fishways which affect the migrations of fishes, and at suggesting alternatives to improve the fishways' efficiency. The study focuses on the fishways constructed in the diversion weirs in the lower reaches of 41 rivers(2 national rivers and 39 rural rivers) in the eastern coast of Korea. Most of water-using facilities in Korean rivers are diversion weirs, and fishways are established as subsidiary facilities of most of the weirs. Among the 58 or so fishways examined in this study, only a few are doing their proper function, and most of them need improvement. This study aims at strengthening those fishways function and increasing their economic efficiency and migration efficiency. Based on the results of this study, the followings are suggested. In case the fishway sticks out downstream from the apron, a subsidiary fishway diverging from the main is suggested to attract fish. The entrance to the subsidiary should head below the raised part of the apron and a pool should be constructed in the connecting part with the main. To attract fish and let the upstream migrators rest for a while, an entrance pool should be constructed in the fishway. Most of the examined fishways have low side walls, which allow the upstreamers to jump out of the fishway. Those side walls are suggested to be raised above the jumping height of target fishes. The exit parts of most fishways are too shallow, or have no grass to protect the fish from the birds. Protective facilities are suggested to keep the birds from entering the fishway. By the time Ice-harbor type and Vertical-slot type fishways are scientifically proved to be defective, the fishway should not diverge from the standard design.

• 한국농공학회지
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• 제44권5호
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• pp.136-146
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• 2002

Land application of manure compost is considered one of the widely-used animal waste management practices. Many livestock farms adopt composting for their animal waste disposal and apply the compost to crop fields. While standard rates have been established based on researches with respect to land application of manure compost recently, there have been few discussions on water quality impact of the application. Water quality impact should be taken into account in land applications of manure compost. In this study, management practices were proposed based on the investigation of water quality of leachate from manure compost under rainfall simulation, field studies, and monitoring runoff water quality from farm fields after land application of animal waste. The concentrations of major water quality parameters of the leachate were significantly high, whereas those of runoff from soils after tillage for soil incorporation, were not affected by the application based on a series of experiments. Runoff water from farm fields after land application also showed high concentrations of pollutants. Appropriate management practices should be employed to minimize pollutant loading from manure applied fields. Proposed major management practices include 1) application of recommended amounts, 2) proper tillage for complete soil and manure incorporation, 3) field management to prevent excessive soil erosion, 4) complete diversion of inflow into the field from outside, 5) implementation of vegetative buffer strips near boundaries, and 6) prevention of direct discharge of runoff water front fields Into streams.

• 한국농공학회지
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• 제35권2호
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• pp.23-32
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• 1993

This paper describes the background and the development of a hydrologic network flow model. The model was development to simulate daily water demand and supply for selected stream reaches within a watershed, and used as a tool for evaluating, simulating, and planning a water resources system. The proposed network flow model considers daily runoff from subareas, various water demands, and diversion structures within each subarea. Daily streamflow at a reach is simulated after balancing the water demands from subareas. The lateral inflow from subareas is simulated using a modified tank model. Total water demands consist of the daily demands for agricultural, domestic, industrial, livestock, fishery, and environmental uses within a rural district. The return flow, diversions from sources and storage components such as reservoirs were also incorporated into the mode l . The developed model is a generalized version that may be applied to different combinations of river reaches for a given system. This may help potential users identify areas where water supply does not suffice the demands for different time horizons.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2020년도 학술발표회
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• pp.42-42
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• 2020

충남서부권은 기상이변으로 강수량이 적고 가뭄이 심화되고 있는 반면, 신규수원 개발 적지 부족 등 용수공급에 어려움을 겪고 있다. 2015년부터 2016년까지 가뭄시 비상용수공급을 위해 비상도수로를 건설하였다. 이 비상도수로는 보령댐의 가뭄단계 상황기준으로 운영중에 있다. 가뭄단계 상황이 경계단계에 진입하면 도수로를 가동시작하여 관심단계 회복시에 중단하게 된다. 동 연구는 현재 운영중인 보령댐도수로의 가동Rule을 수량(이수안전도), 수질(BOD), 전력비용을 고려하여 시나리오별로(상시도수, 총 도수량대비 25%, 50%, 75%, 100%) 도수할 때 어느 도수 Rule이 수량-수질-에너지 넥서스 측면에서 가장 유리한지를 밝혀 내고자 하였다. 연구에 사용된 기초자료는 보령댐도수로 준공이후 2016년~2019년 도수실적 자료를 이용하였다. 수량(이수안전도) 검토는 MODSIM을 활용하였고, 수질개선효과는 실측 BOD를 기준으로 도수조건별로 오염부하량으로 검토하였다. 전력비용은 금강원수 도수년도별로 산정하여 분석하였다. 추가 연구결과를 통해 가뭄단계 상황기준, 월별 물관리 여건을 고려하여 기준향후 비상도수로 운영에 있어서 수량절량, 수질개선, 전력비용 절감을 기대할 수 있을 것이다.

• 한국농공학회:학술대회논문집
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• 한국농공학회 2005년도 학술발표논문집
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• pp.68-73
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• 2005

The purpose of this study are to insure flow rate for rural stream in the rural area. The analysis of drying stream characteristics for two streams(Bong-mu, Wang-jang stream) from field survey data. Also, a study area has been determined, and criteria of estimation has been established : criteria such as, available hydrological data, the size of stream lengths and basin areas and regional characteristics. The spacial analysis is applied to stream slopes for upstream and downstream at weirs, stream networks and ground water pump stations, sinuosity of drying stream. As a result of drying streams survey analysis, drying stream characteristics are followed; levee types are earth and natural, cross sectional shapes are trapezoid, stream bed materials are gravels and sands, facilities in streams are weirs. The cause of the reduction analyzed by investigation of the current status of facilities for agricultural water use. Agricultural reservoirs block up the stream and water does not flow over the reservoirs except by storm. They also discharge water through diversion channels and the water diverted does not flow through the natural stream. Farmers directly take water from the stream by weirs.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2006년도 학술발표회 논문집
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• pp.894-898
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• 2006

A model, which can analyze the hydrological performance for small hydropower(SHP) plants having no flow duration characteristics has been studied and developed. System performance of existing SHP plant under operating was analyzed by using the developed model. The annual operational rate of SHP plant showed that the data were in good agreement with predicted results from the model. Based on these results, several SHP sites to be exploited were selected and the performance characteristics were analyzed by using the developed model. Also, primary design values such as design flow rate, plant capacity, and operational rate were suggested. As a result, it was found that the methodology used in this study is useful tool to predict the hydrological system performances of SHP sites.