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Numerical Simulation of Suspended Sediment Transport And Dispersal from Evros River into the North Aegean Sea, by the Mechanism of Turbidity Currents

机译:浊流作用机理从埃夫罗斯河到北爱琴海的悬浮泥沙运移与扩散的数值模拟

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摘要

The suspended sediment concentration in a river, usually reaches maximum values in the case of floods. This fact, results in river density larger than the sea or lake density, considering the river as a mixture of water with suspended sediment. Therefore, when the river discharges in a water basin, it plunges underneath the free water surface and continuous to flow along the bottom, forming a hyperpycnal plume, also known as a turbidity current. Such complex flows, are usually formed at river mouths in the ocean, lakes and reservoirs and are capable of travelling long distances, transporting, eroding and depositing considerable amounts of suspended sediment. The main aim of the current paper is the use of computational fluid dynamics methods (CFD), offered by the commercial CFD code Fluent, in order to simulate the dynamic behaviour, structure and flow characteristics of turbidity currents that are potentially formed in Evros River mouth. More specifically, a previously tested and verified, 3d numerical model is applied at Evros River discharge into the North Aegean Sea, for the simulation of suspended sediment transport and dispersal, in the case of a flood discharge where the river suspended sediment concentration is high enough, in order for a turbidity current to be formed. The numerical model used, solves the Reynoldsaveraged Navier-Stokes equations, accordingly modified for their application in multiphase flows. Closure of turbulent stress terms is achieved with the application of the dispersed option of the RNG (Renormalization-group) k-ε turbulence model. In order to investigate more clearly, the effect of the bottom topography and the Coriolis force, the inflow discharge from Evros River is assumed to be constant, while the potential effects of other parallel to the shore and subsurface currents are not taken into account. The simulation results indicate, that during the inflow of the fresh water – suspended sediment mixture from Evros River into the saline water of the North Aegean Sea, a turbidity current is formed, plunging to the bottom of the receiving basin. It is found that the travel and dispersal of the proposed turbidity current, is highly influenced from the bottom topography, as well as from the Coriolis force. Moreover, a characteristic differentiation in the response of the different suspended sediment types in the flow field is observed.
机译:在洪水中,河流中的悬浮沉积物浓度通常达到最大值。这一事实导致河流密度大于海洋或湖泊密度,因为河流是水与悬浮沉积物的混合物。因此,当河流在水盆中排放时,它会冲入自由水面的下方,并持续沿底部流动,从而形成一条高羽状羽流,也称为浊流。这种复杂的水流通常形成于海洋,湖泊和水库的河口处,能够长距离传播,运输,侵蚀和沉积大量的悬浮沉积物。本文的主要目的是使用商业CFD代码Fluent提供的计算流体动力学方法(CFD),以模拟可能在埃夫罗斯河口形成的浊流的动态特性,结构和流动特性。 。更具体地,在洪水排放的情况下,在河上的悬浮泥沙浓度足够高的情况下,在经过埃夫罗斯河入北爱琴海的埃夫罗斯河排放中使用先前测试和验证的3d数值模型,以模拟悬浮泥沙的运输和扩散。 ,以便形成浑浊电流。所使用的数值模型解决了雷诺平均Navier-Stokes方程,并对其进行了相应的修改以在多相流中的应用。通过应用RNG(归一化组)k-ε湍流模型的分散选项,可以实现湍流应力项的封闭。为了更清楚地调查底部地形和科里奥利力的影响,假定埃夫罗斯河的入流量是恒定的,而未考虑其他平行于海岸和地下洋流的潜在影响。模拟结果表明,在淡水-悬浮的泥沙混合物从埃夫罗斯河流入北爱琴海的咸水的过程中,形成了浑浊的水流,直达接收盆地的底部。发现所提议的浊度流的传播和扩散受到底部地形以及科里奥利力的极大影响。此外,在流场中观察到不同悬浮沉积物类型的响应的特征差异。

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