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Rheology

Bingham vs power law vs Herschel-Bulkley: which rheology model, and when

By Othman Soliman — Solids Control & Drilling-Waste specialist, 26+ yrs (GCC & MENA). Last reviewed .

Three models describe how a drilling fluid’s shear stress rises with shear rate, each a closer fit than the last. The Bingham plastic model draws a straight line through two readings. The power law curves that line to match shear-thinning behaviour. Herschel-Bulkley combines both — a yield stress plus a curve — and is the model API RP 13D builds its hydraulics on. Same viscometer, three different pictures of the same fluid.

Why a model at all

Plot shear stress against shear rate and a drilling fluid does not give the straight line through the origin that a Newtonian fluid would. It is shear-thinning and it has a yield stress — it resists flowing until pushed. A rheology model is just an equation that lets you predict the stress (and so the pressure and the carrying capacity) at shear rates you didn’t measure: down the drill pipe at thousands of reciprocal seconds, up the annulus at tens, at rest near zero.

Bingham plastic — the straight line

τ = YP + PV × γ. Two parameters from two readings: plastic viscosity (the slope, R600−R300) and yield point (the intercept, R300−PV). It is the workhorse of daily control because it is fast and the two numbers mean something physical. Its weakness is built into the straight line: fitted from the two high-shear points, it over-predicts the stress at the low shear rates that govern hole cleaning and the annulus. The Bingham YP is almost always higher than the fluid’s real yield stress.

Power law — the curve

τ = k × γn. Two parameters, no yield stress: the flow-behaviour index n = 3.32 log10(R600/R300) sets how shear-thinning the fluid is (n < 1), and the consistency index k = R300 / 511n sets its thickness. It fits the shear-thinning curve far better than a straight line — but it forces the stress to zero at zero shear rate, so it has no yield stress. For a mud that gels and suspends barite at rest, that is the wrong shape at the most important point.

Herschel-Bulkley — yield stress plus curve

τ = τ0 + k × γn. Three parameters: a true yield stress τ0 plus the power-law curve above it. It captures both the at-rest yield and the shear-thinning flow, which is why API RP 13D adopted it as the reference model for hydraulics and ECD prediction. The cost is that three parameters need more than two readings — you fit it from the low-shear points (3 and 6 rpm) together with 300 and 600, or from the full multi-speed curve.

Side by side

ModelEquationParametersBest forLimitation
Bingham plasticτ = τ0 + μpγPV, YP (2 reads)Daily field controlOver-predicts low-shear stress
Power lawτ = kγnn, k (2 reads)Shear-thinning curveNo yield stress (wrong at rest)
Herschel-Bulkleyτ = τ0 + kγnτ0, n, k (3+ reads)Hydraulics, ECD, hole cleaningNeeds more readings / a fit

Which one, when

For shift-to-shift control, read PV and YP — Bingham is enough to trend solids and carrying capacity. For anything that depends on what the fluid does at low shear — ECD, surge and swab, hole cleaning in a deviated well, barite suspension — use Herschel-Bulkley, because that is exactly where Bingham lies to you. The power law sits in between: better than a straight line, but blind to the yield stress that keeps your barite up.

Key takeaways

All three models start from the same viscometer. Bingham is two numbers and a straight line — fast, but it overstates low-shear stress. Power law curves the line but throws away the yield stress. Herschel-Bulkley keeps both and is what API RP 13D uses for hydraulics. Control daily with PV and YP; model the annulus with Herschel-Bulkley.

Free Field Guide (PDF)

The 10 Solids-Control Numbers Every Engineer Must Track — what to measure, the formula, the field target and the red flag. Grounded in API RP 13B-1, RP 13C, EPA 40 CFR 435 & OSPAR.

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