Question or remark ? Please contact us at contact@myengineeringtools.com
This technical engineering guide details the methodology to calculate shear rate in a pipe across various rheological models (Newtonian, power-law, slip boundary) and pumping flow capacity (\(Q\)) of agitated vessels using empirical pumping numbers (\(N_q\)).
Shear rate calculation is critical when handling non-Newtonian slurries, polymer melts, or food pastes, because the apparent viscosity directly depends on the local shear rate inside the pipeline.
The shear rate is expressed in \( \text{s}^{-1} \) and quantifies how rapidly adjacent layers of fluid move relative to each other.
When pumping a Newtonian fluid in a circular conduit under laminar flow conditions, the wall shear rate is calculated directly as:
\[ \dot{\gamma}_w = \frac{8v}{d} \]With:
Alternatively, using volumetric flow rate (\(Q\)) and pipe internal radius (\(r\)), the wall shear rate is:
\[ \dot{\gamma}_w = \frac{4Q}{\pi r^3} \]For Newtonian fluids, the wall shear stress (\(\tau_w\)) relates to the wall shear rate simply by the fluid dynamic viscosity (\(\mu\)):
\[ \tau_w = \mu \dot{\gamma}_w \]However, many industrial fluids are non-Newtonian, meaning the apparent viscosity varies with the velocity gradient.
Non-Newtonian fluids can be characterized as shear-thinning (pseudoplastic), shear-thickening (dilatant), or yield-stress plastic (Bingham/Herschel-Bulkley). For in-depth theory, see our reference on Non-Newtonian Fluids Viscosity.
The classic Ostwald-de Waele Power-Law model relates shear stress to shear rate:
\[ \tau = K \dot{\gamma}^n \]Where:
The apparent viscosity (\(\mu_{\text{app}}\)) is therefore:
\[ \mu_{\text{app}} = \frac{\tau}{\dot{\gamma}} = K \dot{\gamma}^{n-1} \]Taking the logarithm of both sides enables linear regression from rheometer shear curves:
\[ \log \mu = \log K + (n-1)\log \dot{\gamma} \]The flow index \(n\) equals the slope \(m = \frac{d(\log \mu)}{d(\log \dot{\gamma})}\) plus 1: \(n = m + 1\).
Selecting the appropriate correlation depends on fluid rheology, flow regime (laminar vs. turbulent), and the presence of wall boundary slip:
| Flow Behavior Index \(n\) | Wall Slip? | Recommended Correlation | Engineering Notes |
|---|---|---|---|
| \(n = 1\) (Newtonian) | No | Hagen-Poiseuille (Laminar), Moody / Blasius (Turbulent) | Standard parabolic velocity profile: \(\dot{\gamma}_w = 8v/d\) |
| \(0 < n < 1\) (Shear-thinning) | No | Mooney-Rabinowitsch (Laminar) | Corrects for blunted, plug-like velocity profile |
| \(0 < n < 1\) | Yes | Mooney-Bagley Corrections | Requires experimental capillary tubes of multiple diameters |
| \(n > 1\) (Shear-thickening) | No | Modified Power-Law Correlations | Verify model applicability under elevated shear gradients |
For fully developed laminar pipe flow without slip, the true shear rate at the wall (\(\dot{\gamma}_w\)) is adjusted via the Rabinowitsch correction factor:
\[ \dot{\gamma}_w = \left(\frac{3n' + 1}{4n'}\right) \times \frac{8v}{d} \]Where \(n'\) is the apparent flow behavior index determined at the wall shear stress condition.
For generalized power-law pipe flow, the generalized Reynolds number (\(\text{Re}_g\)) is defined as:
\[ \text{Re}_g = \frac{\rho u^{2-n} d^n}{K 8^{n-1}} \]Where \(\rho\) is density (\(\text{kg/m}^3\)), \(u\) is mean velocity (\(\text{m/s}\)), and \(d\) is pipe inner diameter (\(\text{m}\)). When \(\text{Re}_g > 2,100 - 3,000\), transition to turbulence occurs.
When designing an agitated tank, process engineers must ensure adequate bulk fluid circulation in addition to motor power draw. Tank agitator power calculation is performed using the Power Number (\(N_p\)), while bulk circulation is quantified via the Pumping Number (\(N_q\)).
The pumping capacity (\(Q\)) is defined as the volumetric liquid flow rate passing directly through the impeller sweep area over one second.
In coherent engineering units, the dimensionless pumping number is defined as:
\[ N_q = \frac{Q}{N \cdot D^3} \]Rearranging yields the total agitator pumping flow capacity:
\[ Q = N_q \cdot N \cdot D^3 \]Where:
When the impeller Reynolds number (\(\text{Re} = \rho N D^2 / \mu\)) exceeds 10,000, the flow regime is fully turbulent, and the pumping number \(N_q\) remains constant regardless of viscosity.
Figure 1: Agitator Pumping Number (\(N_q\)) vs. Reynolds Number (\(\text{Re}\)), illustrating constant asymptotic value for \(\text{Re} > 10^4\).
Standard industrial impellers are divided into axial-flow (high pumping flow, low shear) and radial-flow (high shear, moderate pumping):
| Impeller Geometry | Flow Direction | Standard \(N_q\) Range (\(\text{Re} > 10,000\)) | Primary Application |
|---|---|---|---|
| Marine Propeller | Axial | 0.40 – 0.60 (Dynamix: 0.5–0.7, Michigan: 0.50) | General blending, rapid turnover in small volumes |
| Pitched Blade Turbine (PBT, 45°) | Mixed / Axial | 0.70 – 0.90 (Hall: 0.79, Michigan: 0.87) | Solids suspension, turbulent bulk blending |
| Hydrofoil Impeller (e.g. A310) | High-Efficiency Axial | 0.55 – 0.73 (Dynamix: 0.6–0.7) | Maximum pumping per unit power, shear-sensitive fluids |
| Flat Blade Turbine | Radial | 0.70 – 1.20 | High shear liquid-liquid emulsification |
| Disk Flat Blade Turbine (Rushton) | Radial | 0.72 – 1.30 (Michigan: 1.30) | Gas-liquid dispersion, aerobic fermenters |
| Hollow Blade Turbine (Smith) | Radial | 0.76 (Hall) | High gas loading without severe power drop |
| Retreat Curve Impeller | Radial | 0.30 (Hall) | Glass-lined chemical reactor vessels |





Figure 2: Axial vs. Radial flow circulation patterns generated inside baffled tanks.
Perform offline equipment sizing, verify turbulent pumping ranges, and audit mixer specifications using our standard spreadsheet template.
Calculate bulk pumping circulation or pipe wall shear rate with complete dual SI / US Imperial conversion.
The pumping number (\( N_q \)) is a dimensionless parameter that relates the primary fluid pumping discharge (\( Q \)) of an agitator to its rotational speed (\( N \)) and impeller diameter (\( D \)): \[ N_q = \frac{Q}{N \cdot D^3} \] Where \( Q \) is in \(\text{m}^3/\text{s}\), \( N \) in \(\text{rev/s}\), and \( D \) in meters.
When the pumping number (\( N_q \)) is known from vendor catalog or test data, the volumetric pumping capacity is calculated directly as: \[ Q = N_q \cdot N \cdot D^3 \]
For Reynolds numbers \( \text{Re} > 10,000 \) (turbulent flow): Marine Propeller = 0.40–0.70; 45° Pitched Blade Turbine = 0.70–0.90; High-Efficiency Hydrofoil = 0.55–0.73; Rushton Disk Turbine = 0.72–1.30; Hollow Blade Smith Turbine = 0.76; Retreat Curve Impeller = 0.30.
At \( \text{Re} > 10,000 \), boundary layers are exceedingly thin and inertial forces dominate the liquid momentum. The flow pattern is fully turbulent and self-similar, so \( N_q \) is strictly determined by impeller geometry.
The pumping number \( N_q \) quantifies bulk flow circulation generation (\(\text{m}^3/\text{s}\)), whereas the power number \( N_p \) quantifies mechanical power consumption (\(P = N_p \rho N^3 D^5\)). Hydrofoils have moderate \( N_q \) with very low \( N_p \), making them exceptionally energy-efficient for fluid circulation.
The Mooney-Rabinowitsch correction must be applied whenever handling non-Newtonian pseudoplastic (\(n < 1\)) or dilatant (\(n > 1\)) fluids in laminar pipe flow to account for deviation from the classical parabolic Hagen-Poiseuille velocity profile.
References & Standards
[Hall] Rules of Thumb for Chemical Engineers, Hall, Elsevier, 2018, pages 104-105
[Dynamix] Mixing 101: Flow Patterns & Impellers, dynamixinc.com
[Michigan] Chapter 9 Agitation and Mixing, Prof. Faith Morrison, Michigan Tech University
[Steffe] Rheological Methods in Food Process Engineering, Freeman Press