An isotropic and homogeneous oil reservoir has porosity \(20\%\), thickness \(20 \, ft\), and total compressibility \(15 \times 10^{-6} \, psi^{-1}\). Variation of flowing bottomhole pressure with time under pseudo-steady state is: \[ p_{wf} = 2850 - 5t \] During the well test, oil flow rate is \(1800 \, rb/day\). The drainage area of the reservoir is \(\underline{\hspace{1cm}} \), \(\mathrm{acres}\) (rounded off to two decimal places).
Step 1: Pseudo-steady state pressure decline.
For constant rate \(q\),
\[
\frac{dp}{dt} = - \frac{q B}{\phi c_t h A}
\]
where \(A\) = drainage area.
Step 2: Substitute known values.
\[
\frac{dp}{dt} = -5 \, psi/hr
\]
Convert to per day:
\[
-5 \times 24 = -120 \, psi/day
\]
Step 3: Solve for area.
\[
120 = \frac{1800 \times 1}{0.2 \times 15 \times 10^{-6} \times 20 \times A}
\]
Denominator = \(0.2 \times 15 \times 10^{-6} \times 20 = 6 \times 10^{-5}\).
\[
120 = \frac{1800}{6 \times 10^{-5} A}
\]
\[
A = \frac{1800}{120 \times 6 \times 10^{-5}} = \frac{1800}{0.0072} = 2.5 \times 10^5 \, ft^2
\]
Convert to acres:
\[
\frac{2.5 \times 10^5}{43560} = 5.74 \, acres
\]
Final Answer: \[ \boxed{5.74 \, acres} \]
The drainage oil–water capillary pressure data for a core retrieved from a homogeneous isotropic reservoir is listed in the table below. The reservoir top is at 4000 ft from the surface and the water–oil contact (WOC) depth is at 4100 ft.
| Water Saturation (%) | Capillary Pressure (psi) |
|---|---|
| 100.0 | 0.0 |
| 100.0 | 5.5 |
| 100.0 | 5.6 |
| 89.2 | 6.0 |
| 81.8 | 6.9 |
| 44.2 | 11.2 |
| 29.7 | 17.1 |
| 25.1 | 36.0 |
Assume the densities of water and oil at reservoir conditions are 1.04 g/cc and 0.84 g/cc, respectively. The acceleration due to gravity is 980 m/s². The interfacial tension between oil and water is 35 dynes/cm and the contact angle is 0°.
The depth of free-water level (FWL) is __________ ft (rounded off to one decimal place).