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首页> 外文期刊>MOJ Civil Engineering >Predicting heterogeneous permeability coefficient pressured by heterogeneous seepage on coarse deposition
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Predicting heterogeneous permeability coefficient pressured by heterogeneous seepage on coarse deposition

机译:预测粗沉积物中非均质渗流压力下的非均质渗透系数

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Thispaper monitor coefficient of permeability pressured by heterogeneous seepage incoarse depositions, previous studies carried out express permeabilitycoefficient influences by Void Ratio on Heterogeneous Compressibility of FineSand Formation in Obio-Akpor, that study discuses void ratios as a pressure tothe rate of compressibility of litho structures of that stratum in that studylocation, the lithology determine coefficient of the stratum permeation influid flow in such deltaic depositions. But for these study it focuses onheterogeneous seepage force under heterogeneous permeability coefficient ondepositions of coarse sand, other study variables from other slight depositionswere observed to influences the permeability coefficient, several experts hasapplied experimental procedures to determine permeability coefficient and itsrates of seepage force in some strata, there is no literature that has monitorthe permeation of soil strata with analytical solutions from seepage forceinfluences, the study evaluates the refection of heterogeneity structuredstrata of coarse deposition, it also monitor other slight deposited formationreflected on the variation of permeability in the deltaic environment. From thesimulation, increase of permeability where observed, these express the lithostructure of coarse deposition in coastal regions, while some simulation valuesexplain the reality of deltaic deposition that are not in coastal environments.Finally, other simulation reflects some structured strata that developed lowerpermeations, these areas will definitely developed low yield of phreaticdepositions or accumulation of contaminant in pollution transport. The studywere subjected to simulations, these values predict the heterogeneousdeposition of permeability under seepage influences in deltaic formations, andthe predicted values were compared with experimental data for model validation,and both parameters express favorable fits.
机译:本文通过监测非均质渗流粗糙沉积物所引起的渗透率系数,先前的研究进行了孔隙率对Obio-Akpor细砂岩地层非均质压缩率的渗透率影响的研究,该研究将孔隙率视为压力对岩石结构可压缩率的压力。在该研究位置的地层中,岩性决定了此类三角洲沉积物中地层渗透流体的流动系数。但是,对于这些研究,其重点是在粗糙砂土的非均质渗透系数下的非均质渗流力,还观察到了其他轻微沉积的其他研究变量对渗透系数的影响,一些专家已采用实验程序确定某些地层的渗透系数及其渗流率。尚无文献利用渗流力影响的解析解来监测土壤地层的渗透性,该研究评估了粗沉积非均质结构层的复归作用,也没有监测反映在三角洲环境中渗透率变化的其他轻微沉积地层。从模拟中观察到的渗透率增加,这些表示沿海地区粗沉积的岩石结构,而一些模拟值则说明了沿海环境以外的三角洲沉积的现实。最后,其他模拟反映了一些结构性地层发育较低的渗透率,这些地区肯定会在污染物的运输过程中降低沉积物的产量或污染物的积累。对研究进行了模拟,这些值预测了三角洲地层中渗流影响下渗透率的非均质沉积,并将预测值与实验数据进行了模型验证,并且两个参数都显示出良好的拟合度。

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