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变形介质承压含水层渗流数值模拟研究
引用本文:赵志成. 变形介质承压含水层渗流数值模拟研究[J]. 现代农业科技, 2009, 0(18): 337-337,345
作者姓名:赵志成
作者单位:长江大学石油工程学院,湖北荆州,434023;油气钻采工程湖北省重点实验室
摘    要:针对变形介质承压含水层完全井的渗流问题,建立了变形介质稳定渗流数学模型,并采用数值方法进行模拟研究。结果表明:在相同的出水量条件下,介质变形系数越大,则含水层水位降深也越大;相同的介质变形系数条件下,随着出水量的增大,含水层水位降深也随之增大。

关 键 词:变形介质  承压含水层  渗流  数值模拟

Study on Numerical Simulation of Seepage Flow in Confined Aquifer of Deformed Media
ZHAO Zhi-Cheng. Study on Numerical Simulation of Seepage Flow in Confined Aquifer of Deformed Media[J]. Modern Agricultural Sciences and Technology, 2009, 0(18): 337-337,345
Authors:ZHAO Zhi-Cheng
Affiliation:ZHAO Zhi-Cheng1,2(1 College of Petroleum Engineering,Yangtze University,Jingzhou Hubei 434023,2 Key Laboratory of Drilling , Exploitation Engineering for Oil , Gas in Hubei Province)
Abstract:Mathematical model of steady seepage was established for fully penetrating well in confined aquifer of media deformation considering deformation coefficient. The results showed that drawdown increased with the increasing of deformation coefficient under the same dischage;drawdown increasd with the increasing of dischage under the same deformation coefficient.
Keywords:deformed media  confined aquifer  seepage frow  numerical simulation  
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