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        검색결과 3

        1.
        1997.12 구독 인증기관 무료, 개인회원 유료
        The objective of this study is to provide with the hydro-meteological and probabilistic characteristics of the storms of typhoons that have been passed through the Korean peninsula during the last twenty-three years since 1961. The paths and intensities of the typhoons were analyzed. Fifty weather stations were selected and the rainfall data during typhoon periods were collected. Rainfall data were analyzed for the patterns and probabilistic distributions. The results were presented to describe the areal distributions of probabilistic characteristics. The results obtained from this study can be summarized as follows: 1. The most frequent typhoon path that has passed through the Korean peninsula was type E, followed by types CWE, W, WE, and S. The most frequent typhoon intensity was type B, followed by A, super A, and e types, respectively. 2. The third quartile typhoon rainfall patterns appear most frequently followed by the second, first, and last quartiles, respectively, in Seoul, Pusan, Taegu, Kwangju and Taejon. The single typhoon rainfalls with long rainfall durations tended to show delayed type rainfall patterns predominantly compared to the single rainfalls with short rainfall durations. 3. The most frequent probabilistic distribution of typhoon rainfall event is Pearson type-III, followed by Two-parameter lognormal distribution, and Type-I extremal distribution. 4. The most frequent probability distribution model of seashore location was Pearson type-III distribution. The most frequent probability distribution model of inland location was two parameter lognormal distribution.
        4,800원
        2.
        1983.12 구독 인증기관 무료, 개인회원 유료
        경북(慶北)의 낙동강수계(洛東江水系)와 동해안수계농촌(東海岸水系農村) 17개(個) 지점(地点)을 기준(基準)하여 농업용수원(農業用水源)의 수질환경(水質環境)을 조사검토(調査檢討)하여 장래(將來)의 방재대책(防災對策)에 참고하고져 조사분석(調査分析)을 실시(實施)한 바 농업용수원(農業用水源)을 기준(基準)할 때 수온상태(水溫狀態)는 수질(水質)을 저해(沮害)시킬 큰 요인(要因)이나 문제점(問題点)이 없으며 PH는 6.5~7.8의 절위에서 기준치(基準値)에 저촉되지 않으며 염도의 기준(基準)이 되는 전기전도도(電氣傳導度)도 에 이르는 지점도 있으나 농업용수의 수질저해지점에는 미치지 못하며 BOD의 경우는 기준치 10ppm에 육박(肉迫)하는 지점(地点)이 있어 다소(多少)의 위험위협을 받고 있다. 그리고 DO의 경우는 위험기준치에 미달(未達)하고 있다. 그리고 중금속(重金屬)에 속하는 Cu, Pb, Cd 등도 아직은 위험기준치에는 미달(未達)이나 장차에는 주위의 산업(産業)과 도시발달(都市發達)에 따르는 특별(特別)한 조치가 없는 한(限) 위험조건에 이를 것으로 생각된다.
        4,000원
        3.
        2002.12 KCI 등재 서비스 종료(열람 제한)
        This study aims at the effective estimation of water supply capacity of small scale reservoir and the proposal of the data which is necessary to establish the water resources management plan of down stream area of the reservoir in the future by comparison and examination about reservoir operation technique for the security of agricultural water in small scale reservoir. The result of flow calculation by Tank model is used for the input data as the inflow data which is needed for the analysis of water supply capacity. Stochastic method, simulation method, and optimization method are used to examine the water supply capacity, and water security amount is compared with each method. From the analyses of water supply capacities by each method, slightly different results are shown in spite of the effort to compare them equally using input data such as inflow data under equal conditions, and the comparison of water supply capacities by each method are as follows; linear planning method, simulation method, and transition probability matrix method in the order of amount from the largest. It is thought that the simulation method in which comparatively reasonable application of the inflow data is possible and is simulated in successive time series dam operation of the three methods used in this study thus, simulation model is proper to estimate the water supply capacity of agricultural small scale reservoir. And it is judged that the heightening of efficiency of water resources utilization according to the development of downstream area of dam may be possible using the upward readjusted water supply amount of 55.18×106ton and 63.7×106ton at 95% and 90% supply reliability respectively which are above the planning water supply amount of 50.0×106ton when the simulation method is introduced as the standard.