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Evidence of hydraulic connectivity across deformation bands from field pumping tests: Two examples from Tucano Basin, NE Brazil

机译:来自现场抽水试验的跨变形带的水力连通性证据:来自巴西东北部Tucano盆地的两个例子

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摘要

It is assumed that deformation bands may compartmentalize aquifers or hydrocarbon reservoirs because these low-permeability structures may behave as barriers to fluid flow. To address the question whether there is, at a reservoir scale, hydraulic connectivity across a damage zone dominated by cataclastic deformation bands, we present results of two pumping tests carried out in a fluvial-deltaic phreatic sandstone aquifer from the Ilhas Group at Tucano Basin (NE Brazil) where intense concentration of deformation bands occurs. Both test sites are associated with macroscopic damage zones that are approximately 1 km in length and 15 m thick. In situ permeability measurements show values of 2000 mD for host rock and 0.1 mD for deformation bands. GPR profiles reveal good continuity of the primary sedimentary structures with almost no deformation band vertical offsets (less than 10 cm). The well locations for the pumping tests were chosen so that the damage zone is located between pumping and monitoring wells. Pumping tests in both cases revealed hydraulic connectivity across the damage zone since the observed stationary drawdown at monitoring wells was a considerable fraction of the drawdown observed in the pumped well. In one experiment using eight monitoring wells the drawdown cone is evolving through the damage zone instead of contouring it. Local deviations in the natural groundwater flow allow to say that the damage zone dimensions are quite large both in horizontal and vertical directions compared to the distances among the wells. The interpretation of all experimental results is that deformation bands do not fully compartmentalize the aquifer. Generalization of this result to hydrocarbon reservoirs has to take into account capillary effects which are not present in the studied case.
机译:假定形变带可能将含水层或碳氢化合物储层分隔开来,因为这些低渗透性结构可能会成为流体流动的障碍。为了解决这个问题,在储集层范围内,在以碎裂变形带为主的损伤带上是否存在水力连通性,我们介绍了在图卡诺盆地伊尔哈斯集团的河流三角洲潜水砂岩含水层中进行的两次抽水试验的结果(巴西东北)发生变形带集中的地方。两个测试地点都与宏观损坏区域相关,这些损坏区域的长度约为1 km,厚度为15 m。现场渗透率测量显示,主岩为2000 mD,形变带为0.1 mD。 GPR剖面显示基本沉积结构的连续性好,几乎没有变形带垂直偏移(小于10 cm)。选择抽水试验的井位,以使损坏区域位于抽水井和监测井之间。在这两种情况下,抽水测试均显示了整个损害区的水力连通性,因为在监测井处观察到的静态压降是在抽水井中观察到的压降的相当一部分。在使用八个监控井的一项实验中,回缩锥正在穿过损坏区域,而不是绘制轮廓。天然地下水流的局部偏差可以说,与井之间的距离相比,水平和垂直方向的破坏区尺寸都很大。所有实验结果的解释是形变带没有完全分隔含水层。将该结果推广到碳氢化合物储层必须考虑到毛细作用,这在所研究的情况下是不存在的。

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  • 来源
    《Journal of structural geology》 |2010年第11期|p.1783-1791|共9页
  • 作者单位

    Universidade Federnl do Rio Grande do Norte, Centra de Ciencias Exatas e da Terra, Departamento de Geofisica, Programa de Pos-graduacao em Geodinamica e Geofisica,59072-970, Natal, RN, Brazil,INCT-GP, Institute National de Geofisica do Petroleo (CNPq), Brazil;

    Universidade Federnl do Rio Grande do Norte, Centra de Ciencias Exatas e da Terra, Departamento de Geofisica, Programa de Pos-graduacao em Geodinamica e Geofisica,59072-970, Natal, RN, Brazil,INCT-GP, Institute National de Geofisica do Petroleo (CNPq), Brazil;

    Universidade Federal do Rio Grande do Norte. Centro de Ciencias Exatas e da Terra, Departamento de Geologia, Programa de Pos-graduacao em Geodinamica e Geofisica,59072-970, Natal, RN, Brazil;

    Universidade Federal do Rio Grande do Norte. Centro de Ciencias Exatas e da Terra, Departamento de Geologia, Programa de Pos-graduacao em Geodinamica e Geofisica,59072-970, Natal, RN, Brazil;

    Universidade Federal de Pernambuco, Centro de Tecnologia, Departamento de Geologia, Laboratorio de Hidrogeologia, LABHID, 50740-530, Recife, PE, Brazil;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    pumping tests; deformation bands; tucano basin; hydraulic connectivity; permeability;

    机译:抽水试验变形带土卡诺盆地水力连通性渗透率;

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