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地下水观测井井筒效应的多场耦合数值模拟 被引量:4

A Coupled Darcy-Brinkman-NS Simultation Model of Wellbore Effect of an Monitor Well
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摘要 利用3种不同水流运移方程分别模拟井管附近不同区域的水流运动,基于流量守恒原理实现不同流态区域边界的耦合,建立了有代表性的观测井-含水层系统场景;利用建立的耦合模型模拟了观测井-含水层系统中水头的分布,基于模型模拟数据分析了观测井井筒存在对含水层局部水头分布及地下水水质采样和环境监测结果的影响;还分析了地下水三维水流强度、观测井井径以及含水层介质参数等对井筒效应的影响规律:井筒效应在粘土等渗透系数和比单位贮水系数相对较小的含水层介质中更为明显,其影响随着三维水流强度及观测井井径的增加而增大;进行了上述参数的敏感性分析,指出对于同一参数其在不同区间的敏感性比例不同,对于不同参数观测井井径的敏感性比例最大,因此在地下水环境监测的工程实践中减小观测井井径是相对快速且有效提高监测和采样精度的方法. In this paper, three different flow equations, namely, Darcy law, Brinkman equation and Navier-Stoke equation, are employed to simulate the water movement with different flow conditions within and around the wellbore in a confined aquifer. Based on the prineiples of continuity, three different flow equations are coupled. The coupled model is used to simulate the impact of wellbore in aquifer on the head distribution and water movement. Results indicate that the influence of wellbore increases with the strength of three-dimensional flow and wellbore diameter. In addition, being compared with the sandy soil aquifer, wellbore effect is more obvious in clay or similar aquifers with lower permeability and smaller storage coefficient. By conducting parameter sensitivity analysis, it also can be found that the sensitivity ratio differs in different value zones for the same parameter, while for different parameters, wellbore effect is more sensitive to well diameter than other parameters.
出处 《地球科学(中国地质大学学报)》 EI CAS CSCD 北大核心 2014年第9期1349-1356,共8页 Earth Science-Journal of China University of Geosciences
基金 国家环境保护公益性行业科研专项基金(No.201209022) 2012年度院所基本科研业务专项基金(No.2012YSKY16)
关键词 数学模型 井筒效应 观测井 采样误差 地下水 mathematical model wellbore effect monitor well data bias underground water.
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  • 1胡立堂,王忠静,Robin Wardlaw,梁友.改进的WEAP模型在水资源管理中的应用[J].水利学报,2009,39(2):173-179. 被引量:16
  • 2戴长雷,迟宝明.地下水监测研究进展[J].水土保持研究,2005,12(2):86-88. 被引量:17
  • 3侯振辉,王晨香.电感耦合等离子体质谱法测定地质样品中35种微量元素[J].中国科学技术大学学报,2007,37(8):940-944. 被引量:58
  • 4程汉鼎,柴军瑞,李亚盟.裂隙岩体溶质运移研究简述[J].水电能源科学,2007,25(3):33-37. 被引量:7
  • 5BENNETT G D, PATTENE P. Constant - head pumpingtest of a muhiaquifer well to determine characteristics ofindividual aquifers [ M 1- U S: Geological Survey Water- Supply Paper, 1962:181 - 203.
  • 6GIDDINGS T. What is an adequate screen length for monitoringwells: Opinion I [ J]Ground Water Monitoring Review, 1987,7(2) :96 - 97.
  • 7CHURCH P E, GRANATO G E. Bias in groundwater data caused by well - bore flow in long - screen wells [J]. Groundwater, 1996,34(2) :262-273.
  • 8陈崇希,蒋健民,林敏,等.地下水不稳定混合抽水的渗流一管流耦合模型及其应用[R].武汉:中国地质大学(武汉)环境地质研究所,1992.
  • 9CHEN C X, Jiao J J. Numerical simulationof pumping test in multilayer wells with non - darcian flow in the wellbore [ J ]. Ground Water, 1999,37 ( 3 ) :465 - 474.
  • 10Chen C X, WAN J W, ZHAN H B. Theoretical and experimental studies of coupled seepage - pipe flow to a horizontal well [ J ]. Journal of Hydrology, 2003, 281:163 - 175.

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