1. Basic Formulas
Table of Content
- Pressure Gradient
- Hydrostatic Pressure
- Converting Pressure into Mud Weight
- Specific Gravity
- Equivalent Circulation Density
- Maximum Allowable Mud Weight
- Pump Output
- Annular Velocity
- Capacity Formulas
- Control Drilling
- Buoyancy Factor
- Hydrostatic Pressure Decrease POOH
- Loss of Overbalance Due to Falling Mud Level
- Formation Temperature
- Hydraulic Horsepower
- Drill Pipe, Drill Collar Calculation
- Pump Pressure, Pump Strokes
- Cost Per Foot
- Temperature Conversion Formulas
1.1 Pressure Gradient
Pressure gradient, psi/ft, using mud weight, ppg
psi/ft = mud weight, ppg × 0.052
Example: 12.0 ppg fluid
psi/ft = 12.0 ppg × 0.052
psi/ft
= 0.624
Pressure gradient, psi/ft, using mud weight, lb/ft3
psi/ft = mud weight, lb/ft3 × 0.006944
Example: 100 lb/ft3 fluid
psi/ft = 100
lb/ft3 × 0.006944
psi/ft = 0.6944
OR
psi/ft = mud weight, lb/ft3 ÷ 144
Example: 100 lb/ft3 fluid
psi/ft = 100
lb/ft3 ÷ 144
psi/ft = 0.6944
Pressure gradient, psi/ft, using mud weight, specific gravity (SG)
psi/ft = mud weight, SG × 0.433
Example: 1.0 SG fluid
psi/ft = 1.0 SG × 0.433
psi/ft
= 0.433
Convert pressure gradient, psi/ft, to mud weight, ppg
ppg = pressure gradient, psi/ft ÷ 0.052
Example: 0.4992 psi/ft
ppg = 0.4992 psi/ft ÷
0.052
ppg = 9.6
Convert pressure gradient, psi/ft, to mud weight, lb/ft3
lb/ft3 = pressure gradient, psi/ft ÷ 0.00694
Example: 0.6944 psi/ft
lb/ft3 = 0.6944 psi/ft
÷ 0.006944
lb/ft3 = 100
Convert pressure gradient, psi/ft, to mud weight, SG
SG = pressure gradient, psi/ft ÷ 0.433
Example: 0.433 psi/ft
SG = 0.433 psi/ft ÷ 0.433
SG
= 1.0