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Reservoir EngineeringMaterial Balance

Water Influx Constant for van Everdingen-Hurst Aquifer Formula

B=1.119ϕctre2hfB=1.119\phi c_tr_e^2hf

Water Influx Constant for van Everdingen-Hurst Aquifer calculates water influx constant for material balance workflows in reservoir engineering.

Calculate

How engineers use this formula

Use this formula when the listed inputs (phi, c_t, r_e, h, f) are known and the assumptions behind the cited material balance relationship match the engineering case being checked.

Assumptions

  • Input values are representative for the well, reservoir, fluid, or equipment case being evaluated.
  • The declared units match the field-unit constants used in the formula.
  • The cited formula applies to the selected petroleum engineering workflow.

Limitations

  • The calculation does not replace a full engineering model or operating procedure.
  • Accuracy depends on the source correlation, assumptions, input quality, and unit consistency.

Common mistakes

  • Mixing unit systems without converting the inputs.
  • Using default example values as field recommendations.
  • Applying the formula outside the source assumptions.

Default example

Using the default inputs, B_aq equals 644.544 bbl/psi.

phifraction

0.2

c_t1/psi

0.000008

r_eft

3000

hft

40

ffraction

1

Inputs

phi

fraction

Aquifer Porosity

c_t

1/psi

Total Aquifer Compressibility

r_e

ft

Aquifer Radius

h

ft

Aquifer Thickness

f

fraction

Encroachment Angle Fraction of 360 Degrees

Outputs

B_aq

bbl/psi

Water Influx Constant

phi

fraction

Aquifer Porosity

c_t

1/psi

Total Aquifer Compressibility

r_e

ft

Aquifer Radius

h

ft

Aquifer Thickness

f

fraction

Encroachment Angle Fraction of 360 Degrees

Source and review

reviewed

Ahmed, T. and McKinney, P.D. 2005. Advanced Reservoir Engineering, Gulf Publishing of Elsevier, Chapter 4, Page 310.

Source

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