Water influx constant for the van Everdingen and Hurst unsteady-state model

Input(s)

ctc_{t}: Total Aquifer Compressibility (1/psi)

\emptyset: Porosity of the Aquifer (fraction)

re\mathrm{r}_{\mathrm{e}}: Radius of Reservoir (ft)(\mathrm{ft})

h\mathrm{h}: Thickness of the Aquifer (ft)

f: Encroachment Angle (Divided by 360)

Output(s)

B: Water Influx (bbl)

Formula(s)

B=1.119ct(re2) hf\mathrm{B}=1.119 * \emptyset * \mathrm{c}_{\mathrm{t}} *\left(\mathrm{r}_{\mathrm{e}}^{2}\right) * \mathrm{~h} * \mathrm{f}

Reference(s)

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


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