埋地管道小泄漏模型及数值求解
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摘要
随着全国范围的天然气管网逐渐形成,管道运行安全管理的重要性日益突出。在气体单相渗流理论的基础上,结合高速非达西渗流理论,建立了埋地管道发生穿孔小泄漏后在土壤中渗流的数学模型。利用有限体积法对控制方程做离散,以三对角阵(TD-MA)和交替方向隐式线迭代法(ADI)对离散方程进行求解。结合实验研究,得到了适用于地表土壤的高速非达西渗流系数经验公式和土壤变形压力修正公式。采用该修正公式计算得到的压力分布与实验结果吻合较好,证明了数值模型的正确性。
Several long-distance transporting pipelines have been constructed in the past ten years to meet the rapid increasing demand and usage of natural gases in China.Along with the construction of West-East China and Sichuan to eastern China long-distance natural gas transporting pipelines,a national-wide gas pipeline network has taken shape.Therefore,safety management of pipelines has gained more and more attention.A mathematic model for the natural gas porous flow in soil after the underground pipeline small leakage was established based on theories of the single-phase porous flow and high-speed non-Darcy porous flow.A finite volumetric method was applied to making controlling equations discrete and these discrete equation were solved with the tridiagonal matrix(TDMA) and the alternating direction implicit(ADI).An empirical equation applicable to the high-speed non-Darcy seepage coefficient of surface soil and a pressure-modifier formula of soil deformation were derived through a comparison of experimental data with numerical simulation results.The pressure distribution acquired by the calculation with the empirical equation was in a good agreement with experiment results,which proves the correctness of the numerical model.
引文
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