• 제목/요약/키워드: effective water storage.

검색결과 446건 처리시간 0.026초

산불이 임지(林地)의 수저류(水貯留) 특성(特性)에 미치는 영향(影響) (Effects of Forest Fire on the Water Storage Characteristics of Forest Land)

  • 이헌호
    • 한국산림과학회지
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    • 제85권1호
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    • pp.66-75
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    • 1996
  • 본 연구는 산불 발생이 임지의 수저류 특성에 미치는 영향을 알아보기 위해 실시했다. 비산불 지역과 산화적지를 대상으로 산림토양의 수저류능을 토양공극, 최대수분량, 이용가능수량, 그리고 투수율을 측정하여 비교 분석하였다. 주요 인자들의 측정에 의해서 얻어진 결과는 다음과 같다. 산화적지와 대조구에서 토성이 깊어질수록 전공극(全孔隙), 조공극(組孔隙), 이용가능 수량, 투수율은 모두 감소하는 경향을 나타내고, 세공극(細孔隙)은 약간 증가하는 경향이 있었다. 대조구에 비해 산화적지에서는 투수율, 조공극량 및 이용가능수량이 낮게 나타나는 반면, 세공극량은 높게 나타났다. 그리고 산불이 발생한 직후에는 산림토양의 공극량 분포에 큰 변화가 일어나지 않지만, 시간이 경과함에 따라 산화적지의 표토 공극분포에 변화를 일으키면서 서서히 토심 20-40cm까지 영향을 미치는 것으로 나타났다. 또한 토심변화에 따른 이용가능수량의 변화는 대조구에 비해 산화적지에서 상대적으로 큰 폭으로 감소하는 경향이 있었다. 이 결과로 산림의 수저류능은 산불에 의해 크게 영향을 받는 것을 알 수 있었다.

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농업용 저수지의 토사퇴적과 내용적 변화 (Sediment in Agricultural Reservoir and Variation of Storage)

  • 박재흥;전도철;김재진
    • 한국농공학회:학술대회논문집
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    • 한국농공학회 2005년도 학술발표논문집
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    • pp.74-79
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    • 2005
  • Many reservoirs have been constructed for sustainable utilization of water resources in Korea. Effective management of water resources in Korea becomes very important in resent years. Especially, the dredging in reservoirs is important for effective water resources management and one in easy water resources security methods. According to "The reservoir dredging mid-long term planning investigation report", it was investigated that 1221 reservoirs need to dredge among 3,288 reservoirs managed by KARICO. And, KARICO made a survey of reservoirs for the sediment and storage change in $2002{\sim}2004$. In results, it was investigated total storage $1,406{\pm}10^6m^3$, effective storage $1,344{\pm}10^6m^3$ in mid-small 2,748 reservoirs and the storage ratio decreased total storage ratio 15.7%, effective storage ratio 4.4%.

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기존 농업용 저수지에서의 유효저수량의 평가 (Evaluation of the Effective Storage of Existing Agricultural Reservoir)

  • 안태진;조동호;이상호;최계윤;윤용남
    • 한국수자원학회논문집
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    • 제37권5호
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    • pp.353-361
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    • 2004
  • 농업용 저수지의 유효저수량은 물수지 분석을 근거고 한 저수지 모의 운영을 통하여 결정하고 있다. 유역은 유출량에 관하여 고유한 특성을 갖고 있으므로 저수지에서 유효저수량의 결정은 유역으로부터의 유출량을 근거로 하는 것이 타당하다. 본 연구에서는 유역의 유출량을 근거로 한 추계학적 선형계획모형을 정립하고 저수지의 유효저수량을 분석하였다. 선형계획모형을 이용한 저수지 분석에 있어서 선형결정법칙은 Chance-constrained model과 함께 된 석년수와 관계없이 제약조건식을 줄이는데 기여한다. 경기도 안성시에 소재하고 있는 금광저수지를 대상저수지고 선정하여 유효저수량을 분석한 결과, 추계학적 선형계획모형에 의한 유효저수량은 물수지 분석에 의한 것 보다 크게 분석되었다. 본 연구에서 제시된 선형계획모형에 의하여 적정한 유효저수량을 결정하고, 저수지 모의운영을 통하여 결정된 유효저수량의 성능을 평가하는 것이 타당한 것으로 판단된다.

소규모 댐의 효과적 운영을 위한 저수관리 기법 개발 (Development of Storage Management Method for Effective Operation of Small Dams)

  • 김필식;김선주
    • 한국농공학회논문집
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    • 제48권2호
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    • pp.27-35
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    • 2006
  • Large dams are managed with operation standard and flood forecasting systems, while small dams do not have management method generally. Shortage of water resources and natural disasters due to drought and flood raised public concerns for management of small dams. Most of small dams are irrigation dams, which need diversified water uses. However, the lack of systematic management of small dams have caused serious water wastage and increased natural disasters. Storage management method and system were developed to solve these problems in small dams. The system was applied to Seongju dam for effective management. The storage management method was established considering hydrology simulation and statistical analysis using the system. This method can bring additional available water, even in the same conditions of the water demand and the supply conditions of watershed. It can improve the flood control capacity and water utilization efficiency by' the flexible operation of storage space.

실험 저장조내의 유입구 형상변화에 따른 열 저장효율에 관한 실험적 연구 (Experimental Study on the Thermal Storage Efficiency Through Variable Porous Mainfolds in a Test Storage Tank)

  • 박이동;황성일;최영일
    • 태양에너지
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    • 제9권3호
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    • pp.37-43
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    • 1989
  • This paper dealt with thermal storage efficiency due to difference ($T_{\infty}-Ti$) between the mean temperature of water in the storage tank [$0.5m{\times}0.5m{\times}1.0m$] and the temperature of water flowing into the tank, flow rate of water flowing into the tank and shape of porous manifold which water flow into the tank through. As results of experiments; (1) When the flow rate was constant and the diameter of porous section decreased by 8mm, 6mm, and 4mm, the thermal storage efficiency increased. (2) When the diameter of porous section was constant and the difference ($T_{\infty}-Ti$) between the mean temperature of water in the storage tank and the temperature of water flowing into the tank increased by -30, -20, -10, 5, 10, 15 ($^{\circ}C$), the thermal storage efficiency increased. (3) When the($T_{\infty}-Ti$) was constant and the flow rate decreased by 0.8, 0.4, 0.25(LPM), the thermal storage efficiency increased. (4) When the shape of porous section was rigid, the thermal storage efficiency was the most effective, and with establishing flexible porous section or mesh, the effective thermal storage efficiency was obtained.

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저수지 내용적 곡선의 모의발생 (Simulation of Stage-Storage Curve Function in Irrigation Reservoirs)

  • 김현영;윤인택;최용선;오수훈
    • 한국농공학회지
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    • 제37권5호
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    • pp.73-80
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    • 1995
  • The uses of stage-storage curve function are diverse in irrigation reservoirs. The curve functions would be used to determine the optimal size of spillway length and the inundation area above full water level based on the flood routing in reservoirs. In addition, the curve function would he used to transform the stage to the storage for the reservoir water management, in which the storage is the supply water. Besides those, the curve is necessary for the planning of dredging, the estimation of the effective and the dead storage, the drought management by reservoir, etc. The curve function data, however, are almost unavailable for these purposes. According to the statistics, about 74% of the 2, 900 resevoirs which are maintained by Farm Land Improvement Association have no more effective data. Therefore, the simulation of the curve function could be better alternative. The curve functions were simulated derivating the regression equations based on the basin relief ratio and the effective depth. The results of the verification show the enough reliability of the application to generate the curve function in some reservoirs which do not have the surveyed stage-storage data. Also, even though the averaged curve function would be applicated without the basin relief ratio data, the result shows that the simulated curve is closer to the real one than the linear function by only the existing effective storage data.

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성층 온수 저장 중 과도 열거동과 축열효율에 관한 연구 (A Study on Transient Thermal Behavior During the Charging Process in a Stratified Water Storage Tank and Its Storage Efficiency)

  • 박이동;주용진;김영헌
    • 태양에너지
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    • 제17권3호
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    • pp.13-21
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    • 1997
  • 장기 성층 온수 저장조 내의 중간 경계면에서 전달되는 열량을 예측하기 위하여 이론식을 유도 확립하고 이론적인 축열효율을 구하였다. 그리고 이론 축열효율값과 비교 고찰하기 위하여 여러 실험 조건을 통한 실제 축열효율을 구하였고, 저장조 내의 중간 경계면에서 일어나는 혼합정도를 효과적으로 해석하기 위하여 유효 열확산 계수를 정량화하였다. 중간 경계면에서 열전도에 의한 손실이 일회 충수 시간이 짧을수록 즉, Pe 수가 증가할 수록 많이 발생함을 알았다.

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지피상태(地被狀態)에 따른 임지(林地)의 수저유(水貯留) 특성(特性)(II) (Water Storage Characteristics of Surface Soil by the Different Forest Floor Conditions(II))

  • 이헌호;이창우
    • 한국산림과학회지
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    • 제83권4호
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    • pp.473-479
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    • 1994
  • 본 연구는 임지의 수저류능력을 토양공극 구분에 의한 실제 이용가능수량으로 평가하여 지속적인 수자원의 확보를 위한 기초자료를 제공할 목적으로 수행하였으며, 그 결과는 다음과 같다. 1. 조공극은 임지>임간나지>초지의 순으로 높았고, 토심이 깊을수록 전공극, 조공극, 이용가능수량은 감소하는 반면, 세공극은 점차 증가하는 것으로 나타났다. 2. 토양의 공극과 이학적 특성은 지피상태별로 표층(0~20cm)에서 고도의 유의차를 보이는 반면, 토심 20~40cm와 토심 40~60cm에서는 큰 차이가 없었다. 한편, 동일 시험구에서 표층(0~20cm)과 토심 20~40cm와는 큰 차이를 보이나 토심 20~40cm와 토심 40~60cm와는 큰 차이가 없었다. 3. 전 시험구에서 이용가능수량은 조공극과 고도의 상관관계를 나타냈다. 4. 조공극량과 토심을 이용하여 나타낸 이용가능수량으로 각 지피상태별 수저류량 추정모델을 산출할 수 있었다.

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우수저류시설의 배치방법에 따른 유출 및 침수피해 저감효과 분석 (Analyzing the Reduction of Runoff and Flood by Arrangements of Stormwater Storage Facilities)

  • 박창열;신상영;손은정
    • 한국물환경학회지
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    • 제29권1호
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    • pp.45-54
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    • 2013
  • This study analyzes the reduction effects of runoff and flood damage through different arrangements of stormwater storage facilities. Three scenarios based on the spatial allocation of storage capacity are used: concentrated, decentralized and combinative. The characteristics of runoff and flood damage by scenario are compared. The XP-SWMM model is used for runoff simulation by the probable rainfall of return period. The result shows that the concentrated arrangement of storage facilities is most effective to reduce the amount of peak flow and to delay the time of peak flow. Yet, while the concentrated arrangement is most effective to reduce the inundation damage, it is not effective to reduce runoff volume. The decentralized arrangement is most effective to reduce runoff volume. The combinative arrangement is effective not only the runoff reduction but also the reduction of flood damage. The result indicates that the flood mitigation strategies against heavy rainfall need to consider decentralized on-site arrangement for the reduction of runoff volume along with concentrated off-site arrangement of storage facilities.

농업용수 수질측정망 자료 분석을 통한 농업용 호소의 수질관리방안 (Water Quality Management of Agricultural Lakes Through Analysis of Agricultural Water Quality Survey Network Data)

  • 김호일;김형중
    • 한국관개배수논문집
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    • 제19권1호
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    • pp.19-29
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    • 2012
  • The data of the agricultural water quality survey network was analyzed between from 1990 to 2010 in order to propose effective plans for water quality management by analyzing the characteristics of agricultural lakes and the change of water quality. The result of the analysis shows that there is a correlation between water quality and items that can be a function of water depth such as dam height, dam length, dam height/dam length ratio and active storage/surface area of lake ratio. This means that, Korean agricultural lakes, there is a correlation between water quality and water depth. Water quality of the lakes that have lower than 5m of active storage/surface area of lake ratio (effective water depth) especially tends to get worse rapidly. The Chl-a and COD concentration of Korean agricultural lakes have a tendency to increase between June and September. Therefore, we recommend first taking a water quality improvement project for the lakes preformed watershed management project, and taking a preventive short-term water quality improvement project for the unperformed lakes before June among lakes that have lower than 5m of effective water depth.

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