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Modelling the Hydraulic Behaviour of Growing Media with the Explicit Finite Volume Solution

机译:用显式有限体积模型模拟生长介质的水力行为

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The increasing imperviousness of urban areas reduces the infiltration and evapotranspiration capacity of urban catchments and results in increased runoff. In the last few decades, several solutions and techniques have been proposed to prevent such impacts by restoring the hydrological cycle. A limiting factor in spreading the use of such systems is the lack of proper modelling tools for design, especially for the infiltration processes in a growing medium. In this research, a physically-based model, employing the explicit Finite Volume Method (FVM), is proposed for modelling infiltration into growing media. The model solves a modified version of the Richards equation using a formulation which takes into account the main characteristics of green infrastructure substrates. The proposed model was verified against the HYDRUS-1D software and the comparison of results confirmed the suitability of the proposed model for correctly describing the hydraulic behaviour of soil substrates.
机译:城市地区日益增加的不渗透性减少了城市集水区的渗透和蒸散能力,并导致径流增加。在最近的几十年中,已经提出了几种通过恢复水文循环来防止这种影响的解决方案和技术。推广使用此类系统的一个限制因素是缺乏适当的建模工具来进行设计,尤其是对于生长介质中的渗透过程。在这项研究中,提出了一种基于物理的模型,该模型采用显式有限体积法(FVM),用于对生长介质中的渗透进行建模。该模型使用考虑了绿色基础设施基材主要特征的公式求解了Richards方程的修正版本。通过HYDRUS-1D软件验证了所提出的模型,结果的比较证实了所提出模型对正确描述土壤基质的水力行为的适用性。

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