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渗流-水平井流耦合数学模型和数值模拟

A coupled seepage-horizontal well flow model and numerical experiments

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【作者】 董贵明束龙仓王茂枚鲁程鹏刘丽红

【Author】 DONG Gui-ming1,SHU Long-cang2,WANG Mao-mei2,LU Cheng-peng2,LIU Li-hong2(1.School of Resources and Earth Sciences,China University of Mining and Technology,Xuzhou 221116,China;2.State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering,Hohai University,Nanjing 210098,China)

【机构】 中国矿业大学资源与地球科学学院河海大学水文水资源与水利工程科学国家重点实验室

【摘要】 在有侧向流入(流出)的水平井流运动和连续性方程的基础上,建立了渗流与水平井流耦合数学模型,主要针对混合水头损失问题,进行了渗流与水平井流耦合数值计算,分析了常用的摩擦系数修正方法对计算结果的影响。数值模拟计算表明:层流或者光滑紊流流态时,不同的摩擦系数修正方法对结果影响较小;粗糙紊流流态时,不同的摩擦系数修正方法对结果影响较大。当水平井流是层流-光滑紊流流态时,使用了一种新的流态分界点识别方法对水平井流态进行判断,计算结果证实了方法的可靠性、合理性。

【Abstract】 The coupled mathematical model of seepage and the horizontal well flow is established based on the motion and continuity equations of the horizontal well flow with the lateral inflow and outflow,and used to calculate numerically the mixed head loss of two flows. The effect of the frequent modified method of friction coefficient on the calculation results is analyzed. The results show that there exists little effect on calculation results as for the laminar or smooth turbulent flow,but great effect as for rough turbulent flow. Furthermore,for the laminar or smooth turbulent flow,a new method for determining the demarcation point of flow pattern is proposed to judge the pattern of the horizontal well flow. And the calculation results show that this method is reliable and reasonable.

【基金】 国家重点基础研究发展计划(973)资助项目(2006CB403204)~~
  • 【文献出处】 水科学进展 ,Advances in Water Science , 编辑部邮箱 ,2009年06期
  • 【分类号】P641.2
  • 【被引频次】15
  • 【下载频次】567
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