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首页> 外文期刊>International Journal of Computational Fluid Dynamics >Numerical simulation of ground water flow via a new approach to the local radial point interpolation meshless method
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Numerical simulation of ground water flow via a new approach to the local radial point interpolation meshless method

机译:基于局部径向点插值无网格法的地下水流数值模拟

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摘要

A novel approach to local radial point interpolation meshless (LRPIM) method is introduced to investigate the influence of leakage on tidal response in a coastal leaky confined aquifer system, based on a local weighted residual method with the Heaviside step function as the weighting function over a local sub-domain. The present approach is a truly meshless method based only on a number of randomly located nodes. In this approach, neither global background integration mesh nor domain integration is needed. Radial basis functions (RBFs) interpolation is employed in shape function and its derivatives construction for evaluating the local weak form integrals. Due to satisfaction of kronecker delta property in RBF interpolation, no special treatment is needed to impose the essential boundary conditions. In order to obtain the optimum parameters, shape parameters of multiquadrics (MQ)-RBF are tuned and studied. The leakage has a significant impact on the tidal behaviour of the confined aquifer. The numerical results of this research indicate that both tidal amplitude of groundwater head in the aquifer and the distance over which the aquifer can be disturbed by the tide are considerably reduced by leakage. The novelty of the approach is the use of a local Heaviside weight function in the LRPIM which does not need local domain integration and only integrations on the boundary of the local domains are needed. Therefore, in this research a new local Heaviside weight function has been proposed. Numerical results are presented and compared with the results of analytical solution. It is observed that the obtained results agreed very well with the results of analytical solution. The numerical results show that the use of a local Heaviside weight function in the LRPIM is highly accurate, fast and robust. It is also noticed that this novel meshless approach using MQ radial basis is very stable.View full textDownload full textKeywordsgroundwater flow, local radial point interpolation meshless (LRPIM) method, test function, Heaviside weight function, truly meshless methodRelated 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/10.1080/10618562.2010.545772
机译:介绍了一种新的局部径向点插值无网格(LRPIM)方法,以局部加权残差法为基础,以Heaviside阶跃函数为加权函数,研究泄漏对沿海泄漏承压含水层系统中潮汐响应的影响。本地子域。本方法是仅基于多个随机定位的节点的真正无网格方法。在这种方法中,不需要全局背景集成网格或域集成。在形状函数及其派生构造中采用径向基函数(RBF)插值来评估局部弱形式积分。由于在RBF插值中满足kronecker delta属性,因此不需要特殊处理就可以施加基本边界条件。为了获得最佳参数,对多二次方(RQF)-RBF的形状参数进行了调整和研究。泄漏对承压含水层的潮汐行为有重大影响。这项研究的数值结果表明,渗漏大大降低了含水层中地下水头的潮汐幅度和潮汐能干扰含水层的距离。该方法的新颖之处在于在LRPIM中使用了本地Heaviside权重函数,该函数不需要本地域集成,只需要在本地域边界上进行集成。因此,在这项研究中,提出了一种新的局部Heaviside权函数。给出了数值结果,并将其与解析解的结果进行了比较。可以看出,所获得的结果与解析解的结果非常吻合。数值结果表明,在LRPIM中使用局部Heaviside权重函数非常准确,快速且可靠。还应注意的是,这种使用MQ径向基的新颖无网格方法非常稳定。查看全文下载全文关键词地下水流,局部径向点插值无网格(LRPIM)方法,测试函数,重边权重函数,真正的无网格方法相关var addthis_config = {ui_cobrand: “泰勒和弗朗西斯在线”,services_compact:“ citeulike,netvibes,twitter,technorati,delicious,linkedin,facebook,stumbleupon,digg,google,更多”,发布:“ ra-4dff56cd6bb1830b”};添加到候选列表链接永久链接http://dx.doi.org/10.1080/10618562.2010.545772

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