Author(s): Lee; Jong Tae; Han; Kun Yeun
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Keywords: No Keywords
Abstract: A dynamic levee breach model which can applied to various types of breach is demonstrated. Through a hypothetical simulation, the sensitivity of breach width and duration in the result are discussed. For the particular case of levee breach happened in the Han-river (Mangwon-dong region Seoul) Sept, 2,1984, numerical simulation of the suggested model was performed and the result of this model was very close to the real observed.
Year: 1989