Analytical and numerical analysis of pressure drawdown in a poroelastic reservoir with complete overburden effect considered   总被引：1，自引：0，他引：1  

Shunde Yin  Maurice B. Dusseault  Leo Rothenburg 《Advances in water resources》2007

Starting from an analytical reservoir model that incorporates full interaction with an elastic overburden, a new hybrid mathematical approach is developed by combining two numerical discretization methods. A tabular reservoir (petroleum reservoir or an aquifer) in an infinite or semi-infinite domain is viewed as a macroscopic displacement discontinuity, allowing use of the efficient displacement discontinuity mathematical method to calculate stresses and displacements that arise because of pressure changes. A 3-D finite element method using a poroelastic formulation is used to discretize the reservoir itself. By coupling the displacement discontinuity and finite element methods, a 3-D large-scale poroelastic reservoir can be simulated within an infinite or semi-infinite domain. The numerical model has been verified through comparison to known solutions, and some time-dependent pressure drawdown problems are analyzed. Results indicate that including the complete overburden (reservoir surroundings) response has a significant effect on pressure drawdown in a poroelastic reservoir during pumping, and should be incorporated in appropriate applications such as well test equations and subsidence analyses.  相似文献   

An approach to interpretation of step drawdown tests     

Shashank Shekhar 《Hydrogeology Journal》2006,14(6):1018-1027

To understand the behaviour of drawdown with discharge under site-specific conditions, a step drawdown test (SDT) was conducted on a tubewell in alluvium near Delhi, India, and the data were analyzed to find the value of well efficiency. The entrance velocity of groundwater into the well screen was computed to see if it exceeded the safety limit of 0.03 m/s. Reynold's number (Re) was also calculated to study the nature of flow at the well screen. The decrease in efficiency of the well at higher discharge was attributed to an increase in turbulence and curvature of the flow path of water. An alternative, more efficient approach has been put forward, using a spreadsheet programme to fit a polynomial trend line on a plot of drawdown versus discharge and deriving a polynomial trend line equation. This equation predicts the behaviour of drawdown with discharge under site-specific conditions. The calculated efficiency of the tubewell can, at best, be regarded as a reflection of head loss on account of the laminar flow from the aquifer.  相似文献   

嘉兴市地下水资源开发区域规划     

姜云 《浙江国土资源》1998,(2)

本文通过区域水文地质条件、地下水动态及环境地质问题的分析研究,针对当前嘉兴市地表水遭受污染,地下水严重超采,造成区域地下水位下降及地面沉降等环境地质问题,利用长期监测资料进行地下水开来资源评价,提出合理开发利用地下水资源的区域规划意见,为政府部门水资源综合规划、确定地下水开采量、实施地下水资源开发利用监督管理提供了科学依据。  相似文献   

水文地质参数与井径设计求α值     

张景林  孙树基 《水文地质工程地质》1993,(4)

本文是作者多年工作经验的总结,分别综述了,一般稳定抽水法、最大水位降深法、分层抽水法、观测孔法的应用条件及实例。  相似文献   

截潜流在地下水开采中应用的数值模拟研究          下载免费PDF全文

赵宝峰  康卫东  马莲净 《水文地质工程地质》2010,37(1):27-30

为了增加地下水开采水量,并且尽可能地减小地下水开采后的水位降深,在水源地下游设置地下截水坝,并且同时配合辐射井开采地下水。通过数值模型的计算及预测,截潜流工程不但可以有效地截取地下水径流,更大限度地利用地下水资源,而且可以有效地控制地下水位降深以及腾出地下库容,以便在洪水期容纳更多的洪水入渗。通过实际工程的检验表明:地下截水坝配合辐射井这种截潜流工程在地下水开采中具有重要的作用。  相似文献   

华北型煤田矿井岩溶水涌(突)出机理与涌(突)水量预测方法探讨     

傅耀军 《中国煤炭地质》2019,(4):42-50

北方岩溶水系统的形成与相关河流的发育贯通相辅相成。不同的岩溶水系统模式表现出不同的地下水动力学特征,岩溶水径流带控制的岩溶水网络系统是北方岩溶水系统的基本特征。天然状态下,华北型煤田煤层顶板砂岩地下水系统与底板岩溶地下水系统有水力联系的区域,是矿井岩溶水涌(突)出的危险区。煤矿采掘工程打破了煤层顶、底板地下水系统水压力平衡,在压差作用下,承压岩溶水的"压裂"作用对构造煤系发育层段的疏通有着重要作用。承压岩溶水的释放或涌(突)出,是岩溶承压含水层弹性贮存量的释放,岩溶水运动属非稳定流。将断层等线形过水断面概化成环状井(孔)过水断面,则可用定降深非稳定流承压井流方程,预测可能的岩溶水涌(突)水流量及其变化规律。对流量函数Q(t)定积分,则可预测任意延续时间段的涌(突)水量。基于承压岩溶水弹性释放的非稳定流矿井岩溶水涌(突)水量预测方法,突破了岩溶水涌(突)水量无法预测的禁锢,对提升矿井岩溶水防治水平,解放华北型煤田下组煤有积极、重要意义。  相似文献   

三峡库区消落带不同水位高程植被和土壤特征差异   总被引：9，自引：3，他引：6  

王业春  雷波  张晟 《湖泊科学》2012,24(2):206-212

植被和土壤是消落带生态系统的重要组成部分.本研究选择三峡库区腹地忠县境内的3个地质地貌和土地利用历史相似的近自然消落带,对不同水位高程(160 m和170 m)植被群落和土壤特征进行研究,结果表明:一年生草本在消落带植物物种数中比例高达72.4%,而多年生草本仅为27.6%;不同水位高程植被物种组成完全相同,且盖度、生物量、生物多样性指数均没有显著差异;随着水位高程变化,群落优势物种存在一定差异,即160 m高程优势种为多年生狗牙根(Cynodon dactylon),而170 m高程为一年生白酒草(Conyza japonica);土壤容重、含水量、pH、有机质、总氮、总磷在160 m和170 m水位高程间均没有显著差异.因此,160 m和170 m水位高程在淹水时间和深度上的差异造成群落优势种的不同,而对当前植被和土壤特征并没有显著影响.  相似文献   

Approach to quantification drawdown of groundwater wells:a case study from Sana'a City,Yemen     

Abdulhakim G.H.Al-KHOLID  SUN Youhong  Aref M.O.AL-JABALI  SUN Zhifeng 《世界地质(英文版)》2010,13(3)

Although research on a field investigation about quantification drawdown of ground water wells has hitherto been conducted with emphasis on Sanaa basin which is 3 200 km2 in area characterized by general hazard in quantity and quality of water,there exist uncertainties about the size of the hazardous annual decline in the level of underground water.So the authors are trying to assess reliable hazard data on the depth of ground-water which were obtained by measuring static water level.The data set are twenty six wells from 9 regions which were selected to represent Sanaa basin and collected during the course of the 20 months groundwater monitoring survey from January 2008 to January 2009.The results show that the average drawdown during 20 months to be 3.22 m with an average 0.16 m per month and 2 m per year.  相似文献   

无限承压含水层中主孔涌水多孔观测定降深井流试验水文地质参数计算   总被引：4，自引：1，他引：3  

肖明贵陈学军  刘宝臣 《地球科学》2003,28(5):575-578

利用自溢井(孔) 做放水试验确定含水层水文地质参数, 是简便而经济的确定含水层水文地质参数的试验方法.涌水试验基本上属于定降深井流试验.在无限承压含水层中进行涌水试验, 使涌水孔(井) 降深s_w保持不变, 涌水量随时间的延续而减少, 除涌水孔(井) 本身以外, 含水层中任意点的水头H随时间的延续而降低.在单孔(井) 定降深井流试验利用涌水孔1/Q-lg t直线图解法计算水文地质参数的基础上, 建立一孔(主孔) 涌水多孔观测水位降低的直线图解法, 即s/Q-lg t直线图解法.   相似文献   

库水位下降时的岸坡非稳定渗流问题研究   总被引：5，自引：1，他引：4  

孙冬梅  朱岳明  张明进 《岩土力学》2008,29(7):1807-1812

水位下降时岸坡的渗流是涉及土体由饱和向非饱和状态过渡的水-气二相流过程,目前相关研究成果大都假设孔隙气压力为0,忽略孔隙气的影响。根据水、空气的质量守恒定律和达西定律,结合多相流理论建立水-气二相流模型,采用高效的积分有限差分法求解,通过变换主要变量,实现饱和（单相）与非饱和（二相）的相互转变,并给出各种边界条件下合理的数学处理方法。通过Muskat渗流问题,验证了上述模型的正确性;并对某土质岸坡水位下降时的非稳定渗流问题进行分析,结果表明,岸坡的基质吸力小于浸润线以上的负孔隙水压力,在浸润线以上的很大区域为毛细管水饱和带,其土体饱和且基质吸力为0,这对边坡稳定十分不利,精确分析水位下降的边坡稳定问题时,孔隙气压力变化的影响值得研究。  相似文献