Large-Scale Modeling of Dam Break Induced Flows

Amanbek Jainakov, A. Kurbanaliev, MaralbekOskonbaev
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引用次数: 1

Abstract

Nowadays, mathematical modeling of the dam break flooding flows has become very interesting and challenging problem for scientists and engineers. In order to analyze possible risks and safety, mapping of flooded areas corresponding to different scenarios and conditions for the destruction of dams and reservoirs is significant. The results of mathematical modeling of large-scale flows in areas with a complex topographic relief were presented in this chapter. The flow was numerically simulated by the volume of fluid (VOF) method-based solver interFoam of OpenFOAM package, which solving the Reynolds-averaged Navier-Stokes equations (RANS) with the k-? turbulence model. The mathematical model adequacy is checked by comparing with experimental data. The efficiency of the applied technology is illustrated by the example of modeling the breaking of the dams of the Andijan (Uzbekistan) and Papan (near the Osh town, Kyrgyzstan) reservoirs.
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溃坝水流的大尺度模拟
目前,溃坝洪水流量的数学建模已成为科学家和工程师们非常感兴趣和具有挑战性的问题。为了分析可能存在的风险和安全性,绘制大坝和水库破坏的不同情景和条件所对应的洪涝区地图是非常重要的。本章介绍了复杂地形起伏地区大规模水流数学模拟的结果。利用OpenFOAM软件包中基于流体体积(VOF)方法的求解器interFoam对流体流动进行了数值模拟,该求解器用k-?湍流模型。通过与实验数据的比较,验证了数学模型的充分性。通过对安集延(乌兹别克斯坦)和帕潘(吉尔吉斯斯坦奥什镇附近)水库的溃坝进行建模,说明了应用技术的有效性。
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