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Applicability of Kinematic, Noninertia, and Quasi-Steady Dynamic Wave Models to Unsteady Flow Routing

机译:运动学,非惯性和准稳态动态波模型对非定常流动路径的适用性

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Propagation of flood waves in an open channel can be mathematically approximated by the Saint-Venant equations (dynamic wave) or by their simplifications including the kinematic wave, noninertia wave, gravity wave, and quasi-steady dynamic wave models. All of these wave approximations differ not only in the physical propagation mechanism, but also in the degree of complexity involved in computation. In order to efficiently implement the approximate wave models for flood routing, their criteria of applicability should be developed. The applicability of the kinematic wave, noninertia wave, and quasi-steady dynamic wave approximations to the full dynamic wave equations for unsteady flow routing is examined by comparing the propagation characteristics of a sinusoidal perturbation to the steady gradually varying flow for different simplified wave models. Development of the applicability criteria provides a guideline for selecting an appropriate wave model for unsteady flow modeling, thus enabling an assessment of the capabilities and limitations of different simplified wave models. By using the linear stability analysis, the derived criteria can be expressed in terms of dimensionless physical parameters that represent the unsteadiness of the wave disturbance, characteristics of the downstream boundary condition (backwater effect), and the location along the channel. The developed criteria are for a specific point and time, thereby providing a more refined indication than the integrated criteria based on the testing for a hydrograph found commonly in the literature. In this study, we have justified whether the simplified wave models such as the kinematic, noninertia, or gravity wave models would be appropriate and reliable approximations to the full Saint-Venant equations with a comparable accuracy for a given flow condition. The downstream backwater effect has been taken into consideration in the developed criteria for broader engineering applications. One hypothetical example is presented for illustration.
机译:可以通过Saint-Venant方程(动态波)或其简化形式(包括运动波,非惯性波,重力波和准稳态动态波模型)在数学上近似于明渠中洪水波的传播。所有这些波近似不仅在物理传播机制上不同,而且在计算中涉及的复杂程度上也不同。为了有效地实现洪水泛洪的近似波浪模型,应制定其适用性标准。通过比较不同简化波模型的正弦摄动传播与稳定逐渐变化的流的传播特性,研究了运动波,非惯性波和准稳态动态波近似在非稳态流动路径中对全部动态波动方程的适用性。适用性标准的发展为选择用于非恒定流模型的合适波浪模型提供了指导,从而可以评估不同简化波浪模型的功能和局限性。通过使用线性稳定性分析,可以用无量纲的物理参数来表示导出的标准,这些参数表示波浪扰动的不稳定性,下游边界条件的特征(回水效应)以及沿河道的位置。制定的标准适用于特定的时间点,因此比基于文献中常见的水文图测试的综合标准提供了更为完善的指示。在这项研究中,我们证明了简化的波动模型(如运动学,非惯性或重力波模型)是否适合并可靠地近似于完整的Saint-Venant方程,并且在给定的流动条件下具有可比的精度。在更广泛的工程应用的开发标准中已经考虑了下游回水的影响。提出了一个假设的例子进行说明。

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