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首页> 外文期刊>International Journal of Computational Fluid Dynamics >Low-order modelling of shallow water equations for sensitivity analysis using proper orthogonal decomposition
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Low-order modelling of shallow water equations for sensitivity analysis using proper orthogonal decomposition

机译:使用适当的正交分解进行敏感性分析的浅水方程的低阶建模

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This article presents a reduced-order model (ROM) of the shallow water equations (SWEs) for use in sensitivity analyses and Monte-Carlo type applications. Since, in the real world, some of the physical parameters and initial conditions embedded in free-surface flow problems are difficult to calibrate accurately in practice, the results from numerical hydraulic models are almost always corrupted with uncertainties. The main objective of this work is to derive a ROM that ensures appreciable accuracy and a considerable acceleration in the calculations so that it can be used as a surrogate model for stochastic and sensitivity analyses in real free-surface flow problems. The ROM is derived using the proper orthogonal decomposition (POD) method coupled with Galerkin projections of the SWEs, which are discretised through a finite-volume method. The main difficulty of deriving an efficient ROM is the treatment of the nonlinearities involved in SWEs. Suitable approximations that provide rapid online computations of the nonlinear terms are proposed. The proposed ROM is applied to the simulation of hypothetical flood flows in the Bordeaux breakwater, a portion of the ‘Rivière des Prairies' located near Laval (a suburb of Montreal, Quebec). A series of sensitivity analyses are performed by varying the Manning roughness coefficient and the inflow discharge. The results are satisfactorily compared to those obtained by the full-order finite volume model.View full textDownload full textKeywordsreduced-order modelling, proper orthogonal decomposition, shallow water equations (SWEs), flood flows, sensitivity analysisRelated var addthis_config = { ui_cobrand: "Taylor & Francis Online", services_compact: "citeulike,netvibes,twitter,technorati,delicious,linkedin,facebook,stumbleupon,digg,google,more", pubid: "ra-4dff56cd6bb1830b" }; Add to shortlist Link Permalink http://dx.doi.org/10.1080/10618562.2012.715153
机译:本文介绍了浅水方程(SWE)的降阶模型(ROM),用于敏感性分析和蒙特卡洛类型的应用程序。由于在现实世界中,在实践中很难准确地校准嵌入在自由表面流动问题中的某些物理参数和初始条件,因此,数值水力模型的结果几乎总是带有不确定性。这项工作的主要目的是获得一个ROM,该ROM可确保计算中的准确度和相当大的加速度,因此可以用作实际自由表面流动问题中的随机和灵敏度分析的替代模型。 ROM是使用适当的正交分解(POD)方法与SWE的Galerkin投影相结合得出的,这些投影通过有限体积方法离散化。推导高效ROM的主要困难是处理SWE中涉及的非线性问题。提出了可以对非线性项进行快速在线计算的合适的近似值。拟议的ROM被用于模拟波尔多防波堤中的假想洪水,波尔多防波堤是位于拉瓦尔(魁北克蒙特利尔市郊)附近的“里维埃德草原”的一部分。通过改变曼宁粗糙度系数和流入流量进行一系列灵敏度分析。将结果与通过全序有限体积模型获得的结果进行令人满意的比较。查看全文下载全文关键字降阶建模,适当的正交分解,浅水方程(SWE),洪水流量,敏感性分析相关var addthis_config = {ui_cobrand:“ Taylor &Francis Online”,services_compact:“ citeulike,netvibes,twitter,technorati,delicious,linkedin,facebook,stumbleupon,digg,google,更多”,发布号:“ ra-4dff56cd6bb1830b”};添加到候选列表链接永久链接http://dx.doi.org/10.1080/10618562.2012.715153

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