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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.
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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.
The rheological behaviors of the mud samples closely follow patterns of Bingham plastic model (see Eq. 2) at 28 °C.
Indeed, several studies have found that the behavior of these mud types follows the Herschel Bulkely model.
The distance between the epicenter and the mud volcano area was about 44 km, and these data highlight that it is important to understand the behavior of the Murono mud volcano in response to neighboring large earthquakes.
The results are shown in Figs. 1, 2, 3, 4, 5, 6 and 7. Rheological behavior of the different mud was measured using ZNN-D6 six-speed rotating viscometer.
The behavior of these muds can be identified by the use of existing rheological models.
The shear thinning behavior of the bentonite drilling mud with and without polymer has been quantified using the new hyperbolic model and compared with two other constitutive models, Herschel Bulkley and Casson models.
In the present study, an attempt is made to explain these observations quantitatively with the help of pressure density temperature (P ρ T) behavior of mud and the temperature changes in a static mud column.
The behavior of drilling mud with cuttings in the annulus was studied via Fluent software for CFD simulation.
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