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運動波模式應用於一維土石流演算之研究

Application of Kinematic Wave Model to 1-D Debris Flow Routing

摘要


本文將土石流視爲連續且不可壓縮之固、液混合體之流動,並以賓漢流變模式來模擬其流變特性,建立一適用於泥性土石流流經寬廣渠床上之運動波演算模式。將本模式配合渠道上游土石流流量入流歷線,由牛頓-雷普森(Newton-Rapson)解法求解泥流在固定坡度與漸變坡度下之流動情形,其結果並與動力波模式演算結果相比較。整體而言,運動波模式可有效的模擬泥性土石流流動情形。

並列摘要


Debris flow is treated as an incompressible continuum and its rheological behavier is described by the Bingham model in this paper. A kinematic-wave routing model for debris flow in a wide channel is developed and applied to analyze debris flow through smooth inclined planes with constant slope and gradually varied slope, respectively. The numerical results obtained from the kinematic-wave model (KWM) are also compared with those obtained from the dynamic-wave model (DWM). The comparision shows that the kinematic-wave model can efficiently simulate the routing of debris flow.

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