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Optimizing the rheological properties of silica nano-modified bentonite mud using overlaid contour plot and estimation of maximum or upper shear stress limit

机译:使用重叠轮廓图和估计最大或上限剪切应力极限来优化二氧化硅纳米改性膨润土泥的流变性

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An optimization based statistical (response surface) approach was used to evaluate the rheological properties of bentonite mud treated with silica nanoparticles. The overlaid contour plot established the feasible region for the various factor settings from multiple regression equations. The steepest method was used to further determine the optimal factor settings for minimum rheological properties and this was established at 6.3?wt.% bentonite content and 0.94?wt.% silica nanoparticles. The rheological properties of the bentonite mud containing and without silica nanoparticles was evaluated using a Hyperbolic (new) model and related with other oil industry based models: Herschel Bulkley, Sisko, Casson. The hyperbolic rheological model estimated the rheological behaviour of the nano-modified mud satisfactorily while also predicting a shear stress limit for the nano-modified mud. The maximum shear stress limit values for 6.3, 13 and 15?wt.% mud were 14.59, 61.74 and 107.4?Pa respectively. Upper shear stress values obtained from a 1.5?wt.% silica nanoparticle modified 6.3, 13 and 15?wt.% bentonite mud were 22.27, 72.62 and 171.3?Pa respectively, which represents an increment of 34.5 to 37.4% in the upper limit of shear stress. The effect of silica nanoparticles on the upper shear stress limit was quantified using a response surface design.
机译:基于优化的统计(响应表面)方法用于评估用二氧化硅纳米粒子处理的膨润土的流变性能。叠加的等高线图为来自多个回归方程的各种因子设置建立了可行区域。最陡峭的方法被用来进一步确定最小流变性能的最佳因子设置,确定为6.3%(重量)的膨润土含量和0.94%(重量)的二氧化硅纳米颗粒。使用双曲线(新)模型并与其他基于石油工业的模型(Herschel Bulkley,Sisko和Casson)相关联,评估了含有和不含二氧化硅纳米颗粒的膨润土泥的流变特性。双曲线流变模型令人满意地估计了纳米改性泥浆的流变行为,同时还预测了纳米改性泥浆的剪切应力极限。 6.3%,13%和15%(重量)泥浆的最大剪切应力极限值分别为14.59%,61.74%和107.4%Pa。从1.5%(重量)的二氧化硅纳米颗粒改性的6.3%,13%和15%(重量)的膨润土泥浆获得的上切应力值分别为22.27、72.62和171.3Ω.Pa,这表示在上限值的34.5%至37.4%的增量。剪应力。使用响应表面设计量化了二氧化硅纳米粒子对剪切应力上限的影响。

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