| THEORY & FORMULAE |
ECD is calculated using the steady-state model based on the Bingham plastic behavior of drilling mud. The method involves estimating and summing the frictional pressure losses arising from the normal circulation of mud outside the drill string. These pressures losses are added to the mud's hydrostatic pressure and converted to density using the true vertical depth.
The annular velocity around the drillpipe is calculated, followed by the critical velocity. If the annular velocity is less than the critical velocity, the laminar pressure losses equation is applied. If otherwise, the turbulent pressure loss equation is applied. The process is then repeated for the drillcollar section. The relevant equations are:
Where:
Qp = mud circulation rate, gallons/min.
Vc = critical velocity, ft/min.
v = annular velocity, ft/min
ΔP = pressure loss, psi
ρ = mud weight, ppg
n = derived parameter of mud, dimensionless
K = derived parameter of mud, dimensionless
θ300 = 300 viscometer dial reading
θ600 = 600 viscometer dial reading
θ300 = PV + YP
θ600 = θ300 + PV
PV = plastic viscosity of mud, cps
YP = yield point of mud, lb/100ft2
L = length of pipe or collar, ft
TVD = true vertical depth, ft
Dh = hole diameter, inches
Dp = drill pipe or collar OD, inches
The total pressure can be converted to the equivalent circulation density via the expression:
ρecd = 19.23*ΔPtotal / TVD.