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The behavior of these muds can be identified by the use of existing rheological models.
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Indeed, several studies have found that the behavior of these mud types follows the Herschel Bulkely model.
When exposed to monovalent and divalent electrolytes, BEM can provide a fastest rate of penetration with the highest ability to carry drilled cuttings to the surface compared to WEM and WBM. Figure 4 shows the rheological behavior of the muds.
A mud rheogram was made by an Anton Paar modular compact rheometer to see the behavior of the mud (with no LCMs) with shear stress.
The plastic viscosity (PV) depends mainly on the concentration of solids and the viscosity of the base liquid and the yield point (YP) is a measure of the degree of non-Newtonian shear thinning behavior of the mud system.
Indeed, according to that, several researchers have found that the behavior of these types of mud follows the model of Herschel Bulkely (Baba Hamed and Belhadri 2009).
According to several researchers (Safi et al. 2016; Maallem et al. 2013; Kayacier and dogan, 2006), they have found that the behavior of these types of mud follows the model of Herschel Bulkely.
According to several researchers (Khodja et al. 2010; Jasim and Ramaswamy, 2004; Maallem et al, 2013; Kayacier and Dogan, 2006), it has found that the behavior of these types of mud follows the model of Herschel Bulkely.
Understanding and modeling the deviation from Newtonian behavior of drilling muds and crude oils are essential in accurately and optimally designing the flow systems associated with these fluids.
The rheological behaviors of the mud samples closely follow patterns of Bingham plastic model (see Eq. 2) at 28 °C.
The flow behavior of drilling mud can be described using mathematical models called hydraulics models.
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