2014
DOI: 10.1016/j.petrol.2014.08.004
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Hyperbolic rheological model with shear stress limit for acrylamide polymer modified bentonite drilling muds

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Cited by 140 publications
(41 citation statements)
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“…where, µ (cP) is viscosity, λ c (s) characteristic relaxation time, [51][52][53], and hydraulic fracturing fluids [54], which compared to the power law based models is also able to predict the rheological behavior of the evaluated fluid at certain experimental conditions, as well as to estimate the maximum stress reached by the tested fluid at relatively high shear rates values. Hence, it was decided to use the Vipulanandan model for describing the breakdown flow curves of the EHO-Carrier-fluid and EHO-Nanofluid systems obtained through the hysteresis loop tests, in order to acquire additional information concerning the distinct EHO rheological properties modification derived from the final formulated carrier fluid and nanofluid addition.…”
Section: Rheological Modellingmentioning
confidence: 99%
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“…where, µ (cP) is viscosity, λ c (s) characteristic relaxation time, [51][52][53], and hydraulic fracturing fluids [54], which compared to the power law based models is also able to predict the rheological behavior of the evaluated fluid at certain experimental conditions, as well as to estimate the maximum stress reached by the tested fluid at relatively high shear rates values. Hence, it was decided to use the Vipulanandan model for describing the breakdown flow curves of the EHO-Carrier-fluid and EHO-Nanofluid systems obtained through the hysteresis loop tests, in order to acquire additional information concerning the distinct EHO rheological properties modification derived from the final formulated carrier fluid and nanofluid addition.…”
Section: Rheological Modellingmentioning
confidence: 99%
“…γ (s −1 ) is the shear rate, A (Pa•s) −1 and D (Pa) −1 are model parameters and τ and τ 0 are the shear stress and yield stress respectively. Furthermore, for estimating the maximum stress τ max the next relation is used [51]:…”
Section: Rheological Modellingmentioning
confidence: 99%
“…The Bingham-plastic model is one of the conventional rheological models widely used for drilling fluids (Maxey, 2007;Vipulanandan and Mohammed, 2014). This model can determine the yield point exhibited by most drilling fluids and cement slurries to predict the minimum force needed for the fluid to start flowing (Vipulanandan and Mohammed, 2014;William et al, 2014). This value is referred to as the Bingham yield point, 0 τ (Khalil and Badrul, 2012b;Khalil et al, 2011).…”
Section: Density and Rheological Measurementsmentioning
confidence: 99%
“…The Bingham plastic, power-low, and Herschel-Bulkley models are the fundamental models to describe the behavior of drilling mud [2]. Moreover, Vipulanandan [31] and 3 Geofluids hyperbolic models [32,33] have been used for the same purpose recently. However, drilling fluid is generally considered to be classified as Bingham plastic in the drilling industry and the rheological properties of drilling mud are determined based on this model [20,34].…”
Section: Determination Of Rheologicalmentioning
confidence: 99%