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Permeability variation with porosity, pore space geometry, and cement type: A case history from the Snohvit field, the Barents Sea

机译:渗透率随孔隙度,孔隙空间几何形状和水泥类型而变化:以巴伦支海Snohvit油田为例

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Laboratory permeability data from the brine-filled Tubaen Formation in the Snohvit field show an order of magnitude permeability variation for approximately the same porosity. This variation in permeability is explained by a modified Kozeny-Carman equation that exploits the relationships among permeability, porosity, cementation, and pore geometry. The expression correlates the slope in a logarithmic plot of porosity versus permeability with the amount of contact cement and sorting, and the intercept with the grain size. Additional information about sorting and/or cementation can be used to better constrain the slope of the plot. Based on this equation, we found that the grain size and the amount of contact cement increased with depth in the lowermost Tub (a) over circle en 1-3 sandstone units, this led to an increasing permeability with depth, in the same porosity range. The permeability variation in the shallowest Tub (a) over circle en 4 sandstone unit was affected by sorting to a larger degree than the remaining Tub (a) over circle en intervals, which influenced the cementation factor, porosity, and permeability simultaneously. These findings were supported by the depositional environment of the formation, a petrology study of grain size and sorting and a rock-physics study. The rock-physics study indicated that the samples with higher permeability had higher elastic moduli compared with the samples with lower permeability. This correlation between permeability and elastic moduli can be explained by the increasing amount of contact cement for the stiffer, high-permeability samples.
机译:Snohvit油田中充满盐水的Tubaen地层的实验室渗透率数据显示,在大约相同的孔隙度下,渗透率变化的量级为一个数量级。渗透率的这种变化可以通过修正的Kozeny-Carman方程来解释,该方程利用了渗透率,孔隙率,胶结作用和孔隙几何形状之间的关系。该表达式将孔隙度与渗透率的对数图中的斜率与水泥固结和分选的量相关,并将截距与晶粒尺寸相关。有关排序和/或胶结的其他信息可用于更好地约束图的斜率。根据该方程,我们发现,在en 1-3砂岩单元上,最低的Tub(a)的粒径和接触胶结物的数量随深度增加而增加,这导致在相同的孔隙率范围内渗透率随深度增加。 en 4圈砂岩单元中最浅的Tub(a)的渗透率变化受程度的影响要大于圈en区间中其余Tub(a)的排序,这同时影响了固井系数,孔隙度和渗透率。这些发现得到了地层的沉积环境,粒度和分选的岩石学研究以及岩石物理研究的支持。岩石物理研究表明,与渗透率较低的样品相比,渗透率较高的样品具有较高的弹性模量。渗透率和弹性模量之间的这种相关性可以通过增加刚度,高渗透率样品的水泥胶结量来解释。

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