1. Basic Formulas

Table of Content

  1. Pressure Gradient
  2. Hydrostatic Pressure
  3. Converting Pressure into Mud Weight
  4. Specific Gravity
  5. Equivalent Circulation Density
  6. Maximum Allowable Mud Weight
  7. Pump Output
  8. Annular Velocity
  9. Capacity Formulas
  10. Control Drilling
  11. Buoyancy Factor
  12. Hydrostatic Pressure Decrease POOH
  13. Loss of Overbalance Due to Falling Mud Level
  14. Formation Temperature
  15. Hydraulic Horsepower
  16. Drill Pipe, Drill Collar Calculation
  17. Pump Pressure, Pump Strokes
  18. Cost Per Foot
  19. Temperature Conversion Formulas

1.8 Annular Velocity (AV)

Annular velocity (AV), ft/min - Formula 1

AV = pump output, bbl/min ÷ annular capacity, bbl/ft

Example: pump output = 12.6 bbl/min, and, annular capacity = 0.1261 bbl/ft
AV = 12.6 bbl/min ÷ 0.1261 bbl/ft
AV = 99.92 ft/min

Annular velocity (AV), ft/min - Formula 2

AV, ft/mim = 24.5 × Q Dh2 Dp2

where Q = circulation rate, gpm, Dh = inside diameter of casing or hole size, in. Dp = outside diameter of pipe, tubing or collars, in.

Example: pump output = 530 gpm, hole size = 12-1/4 in, and, pipe OD = 4-1/2 in.
AV = 24.5 × 530 12.252 4.52
AV = 12,985 129.8125>
AV = 100 ft/min

Annular velocity (AV), ft/min - Formula 3

AV, ft/mim = PO, bbl/min × 1,029.4 Dh2 Dp2

Example: pump output = 12.6 bbl/min, hole size = 12-1/4 in, and, pipe OD = 4-1/2 in.
AV = 12.6 bbl/min × 1,029.4 12.252 4.52
AV = 12,970.44 129.8125>
AV = 99.92 ft/min

Annular velocity (AV), ft/sec

AV, ft/sec = 17.6 ×PO, bbl/min Dh2 Dp2

Example: pump output = 12.6 bbl/min, hole size = 12-1/4 in, and, pipe OD = 4-1/2 in.
AV = 17.6 ×12.6 bbl/min 12.252 4.52
AV = 216.216 129.8125>
AV = 1.6656 ft/sec

Pump output, gpm, required for a desired annular velocity, ft/mm

Pump output, gpm = AV, ft/mm × ( Dh2 Dp2 ) 24.5

where AV = desired annular velocity, ft/min
Dh = inside diameter of casing or hole size, in.
Dp = outside diameter of pipe, tubing or collars, in.

Example: desired annular velocity = 120 ft/mm, hole size = 12-1/4 in, and, pipe OD = 4-1/2 in.
PO = 120 × ( 12.252 4.52 ) 24.5
PO = 120 × 129.8125 24.5
PO = 15577.5 24.5
PO = 635.8 gpm

Strokes per minute (SPM) required for a given annular velocity

SPM = annular velocity, ft/mm × annular capacity, bbl/ft pump output, bbl/stk

Example: annular velocity = 120 ft/min, annular capacity = 0.1261 bbl/ft, Dh = 12-1/4 in, Dp = 4-1/2 in, and, pump output = 0.136 bbl/stk.
SPM = 120 ft/mm × 0.1261 bbl/ft 0.136 bbl/stk
SPM = 15.132 0.136
SPM = 111.3

⬆ Table of Content