Critical velocity for change in flow regime

Input(s)

PV: Plastic Viscosity (cP)

YP: Yield Stress or Yield Point (lb/100ft2)\left(\mathrm{lb} / 100 \mathrm{ft}^{2}\right)

ρm\rho_{\mathrm{m}}: Mud Density (ppg)

Di\mathrm{D}_{\mathrm{i}}: inside Diameter of Pipe (in.)

Output(s)

Vc\mathrm{V}_{\mathrm{c}}: Critical Velocity (ft/s)(\mathrm{ft} / \mathrm{s})

Formula(s)

Vc=(1.08PV)+(1.08(PV+12.34ρm(Di2)YP)0.5)ρmDi\mathrm{V}_{\mathrm{c}}=\frac{(1.08 * \mathrm{PV})+\left(1.08 *\left(\mathrm{PV}+12.34 * \rho_{\mathrm{m}} *\left(\mathrm{D}_{\mathrm{i}}^{2}\right) * \mathrm{YP}\right)^{0.5}\right)}{\rho_{\mathrm{m}} * \mathrm{D}_{\mathrm{i}}}

Reference(s)

Samuel. E Robello. 501 Solved Problems and Calculations for Drilling Operations. Sigma Quadrant. 2015. Houston, Texas, Page: 220.


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