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      流出解析에서의 有效雨量分離에 關한 硏究

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      https://www.riss.kr/link?id=A82693951

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      다국어 초록 (Multilingual Abstract)

      In the runoff analysis, it has been recognized that a precise estimation of effective
      rainÍall leads to a more accurate runoff analysis.
      Up until now, many methods for estimating effective rainfall have been prüposed,
      however, none of them were evaluated as being adequate. A method utilizing the relation
      between cumulative rainfall and cumulative water losses is generally used as the most
      rational method.
      However, even this method has a crucial drawback in that the relation between
      cumulative rainfall and cumulative water losses is not always identified as a singlevalued
      function because of the influences caused by the soil moisture condition in the
      catchment, differences in rainfall patterns and so on.
      1n this paper, the function , La=(Smax-qb/K). (1-e-p) is proposed, in which
      cumulative water losses (Ld) is related by cumu1ative rainfall (p) and discharge at the
      beginning of the storm (qb) , to deal with the above problem (Smax ,K ancl α are the
      constants inherent in the catchmets).
      Applying this method tothe hydrological clata of the Geum River basin , Korea
      (Area=7, 179m') and the Kamigamo experimental catchment in Kyoto, Japan (4.39 ha),
      the adaptability of this method is higher than that of the previous method which is in
      ordinary use (Figs. 11 , 12, 13 and 14).
      That is to say, the deviation of data is diminished and the relative ;)error decreases
      from 16% to 7% in the Geum River hasin and from 23% to 16% in the Kamigamo
      experimental catchment (Tables 3 and 4),
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      In the runoff analysis, it has been recognized that a precise estimation of effective rainÍall leads to a more accurate runoff analysis. Up until now, many methods for estimating effective rainfall have been prüposed, however, none of t...

      In the runoff analysis, it has been recognized that a precise estimation of effective
      rainÍall leads to a more accurate runoff analysis.
      Up until now, many methods for estimating effective rainfall have been prüposed,
      however, none of them were evaluated as being adequate. A method utilizing the relation
      between cumulative rainfall and cumulative water losses is generally used as the most
      rational method.
      However, even this method has a crucial drawback in that the relation between
      cumulative rainfall and cumulative water losses is not always identified as a singlevalued
      function because of the influences caused by the soil moisture condition in the
      catchment, differences in rainfall patterns and so on.
      1n this paper, the function , La=(Smax-qb/K). (1-e-p) is proposed, in which
      cumulative water losses (Ld) is related by cumu1ative rainfall (p) and discharge at the
      beginning of the storm (qb) , to deal with the above problem (Smax ,K ancl α are the
      constants inherent in the catchmets).
      Applying this method tothe hydrological clata of the Geum River basin , Korea
      (Area=7, 179m') and the Kamigamo experimental catchment in Kyoto, Japan (4.39 ha),
      the adaptability of this method is higher than that of the previous method which is in
      ordinary use (Figs. 11 , 12, 13 and 14).
      That is to say, the deviation of data is diminished and the relative ;)error decreases
      from 16% to 7% in the Geum River hasin and from 23% to 16% in the Kamigamo
      experimental catchment (Tables 3 and 4),

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      목차 (Table of Contents)

      • Ⅰ. 緖言 1
      • Ⅱ. 流城概要와 資料分析方法 3
      • 1. 流城概要2) 3
      • 2. 資料分析 3
      • Ⅲ. 損失雨量(有効雨量)의 推定과 結論 4
      • Ⅰ. 緖言 1
      • Ⅱ. 流城概要와 資料分析方法 3
      • 1. 流城概要2) 3
      • 2. 資料分析 3
      • Ⅲ. 損失雨量(有効雨量)의 推定과 結論 4
      • 1. 損失雨量의 推定方法 4
      • 2. 損失雨量의 推定結果 7
      • Ⅳ. 摘要 9
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