Intro to Stimulation: Calculation Definitions Flashcards
Absolute Permeability
the D’arcy’s Law permeability
Absolute Volume Factore
typically refers to the units of gallons per pound (liters per kilogram). This is the absolute volume that a solid will take up in water.
Barrel
Oil field barrel is 42 gallons.
BHTP
Bottom Hole Treating Pressure; the amount of pressure required at the perforations to cause fracture extension. Many times this value is reported as the “frac gradient.” The gradient is calculated by dividing the BHTP by the depth to the center of the perforations.
bbl/min
refers to the pump rate or Barrels per Minute (use bpm instead of bbl/min).
bpm
refers to the pump rate of Barrels per Minute
Closure Pressure
the fluid pressure required to reopen an exiting fracture. This pressure is equal to, and counteracts, the stress in the rock perpendicular to the fracture plane. This stress is the minimum principal in-situ stress and is often called the closure stress.
Clean Volume
refers to the volume of the treating fluid without taking into account proppant.
D’arcy’s Law
applies to linear flow, such as flow through a sand plug in casing:
Density
the mass per unit volume of a given body. Water density is 8.33 lb per gallon at 70°F.
Dirty Volume
the “clean” volume plus the volume of the proppant.
Effective Permeability
the permeability to one fluid in a multi-fluid system and is a function of the fluid saturation.
Flash Point
the lowest temperature at which vapors above a volatile combustible substance ignite in air when exposed to spark or flame.
Frace Gradient
(Hydrostatic pressure at perforation mid point + ISIP) divided by depth of perforation mid point.
ISIP
PISIP; the instantaneous shut in pressure. It can be determined during a pump-in test. The pumps are brought on line at a rate that will cause the formation to fracture (“break down”). Fluid is pumped into the formation for a short time then pumping is stopped. Reflects the amount of pressure recorded immediately after shutting the pumps down. Values can be hard to determine if the bottom hole slurry rate is not zero and/or water hammer is introduced. Graphical methods are used to determine an ISIP when water hammer is present by extrapolating back along a straight line section to the intersection of the first oscillation of the water hammer.