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- W276744066 abstract "The seepage should be analyzed to design or reinforce the levees. The steady seepage analysis is an usual application in USA and European countries where the large scaled dams and levees are existed. However, Korea and Japan, where the reaching time is short, the excessive forces are applied on the levees at the short reaching time if the seepages are analyzed in steady condition. Accordingly, the unsteady analysis based on the variation of time is necessitated. In the unsteady analysis, the flood wave type is necessary. No criteria and standards, however, are derived for the unsteady seepage in Korea. In the study, the flood wave type is derived for the unsteady seepage. The major reliable flood surface data are collected in 5 stations including Jindong of the Nakdong river basin. The data are sorted in duration, and they are non-dimensionalized. The statistical method is also applied to derive the waves. To verify the study, the seepage is analyzed by the derived wave and applied to the prototype. The results are also compared with the Japanese Method. The errors between the hydraulic gradient and critical velocity method are , at the Jindong, , at the Hyunpoong, , at the Waegwan, , at the Nakdong, and , at the Jeongam, respectively. The relationship() between each method is relatively high as . This means the results are more logical than the Japanese method, and the study is applicable to the design of hydraulic structures." @default.
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- W276744066 date "2009-08-31" @default.
- W276744066 modified "2023-09-23" @default.
- W276744066 title "A Study on the Dimensionless Flood Waves for the Unsteady Seepage Analysis of the Levees" @default.
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