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24-Pet-A3 Fundamental Reservoir Engineering · May 2016

Question 7 of 7: Steady-State Radial Flow — Wellbore and Average Reservoir Pressure

Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)

Notes on this paper

98-Pet-A3 — Fundamental Reservoir Engineering · National Exams, May 2016 · 3 hours, closed book, non-communicating calculator only · five (5) questions constitute a complete exam paper (the first five as they appear in the answer book are marked), all questions equal value, all parts of a multipart question equal weight.

Reference texts: Ahmed, T., Reservoir Engineering Handbook, 5th ed. (Darcy's law, transient well testing and image wells, p/Z and oil material balance, capillary pressure/relative permeability); Craft, B.C. & Hawkins, M.F., Applied Petroleum Reservoir Engineering, 3rd ed. (steady-state radial flow, reservoir drive mechanisms); Lyons, W.C. (ed.), Standard Handbook of Petroleum and Natural Gas Engineering, 3rd ed.; McCain, W.D., The Properties of Petroleum Fluids, 3rd ed. (capillary pressure and relative permeability laboratory data).

Question 7: Steady-State Radial Flow — Wellbore and Average Reservoir Pressure (20 marks)

Question text not reproduced: the examination questions are © Engineers and Geoscientists BC. Open the official past paper (linked at the top of this page) to read the question, then follow the worked solution below.

Given.

Oil rate, $q$800 STBD
Drainage area, $A$200 acres
Pressure at $r_e$, $p_e$2000 psia
Oil viscosity, $\mu$2 cP
Oil FVF, $B_o$1.2 bbl/STB
Wellbore radius, $r_w$0.33 ft
Pay-zone thickness, $h$20 ft
Permeability, $k$200 mD

Find. Wellbore flowing pressure, $p_{wf}$, and average reservoir pressure, $\bar p$ (no skin given, $s=0$).

r_e = 1665 ft (drainage boundary, p_e = 2000 psia)Wellq = 800 STBD, p_wf = ?r_e
Fig. 3 — Circular drainage area of external radius $r_e$; the known boundary condition is the pressure AT $r_e$ (steady state), from which both $p_{wf}$ and the pseudosteady-state average pressure $\bar p$ are found.

Approach. Convert the drainage area to an equivalent external radius, then use the steady-state radial-flow relation (external pressure $p_e$ known at $r_e$) to get $p_{wf}$; the average reservoir pressure follows from the standard pseudosteady-state relation, which differs from the external-boundary relation only by the constant $-3/4$ inside the log term.

  1. Equivalent drainage radius. $A=\pi r_e^2\Rightarrow r_e=\sqrt{A/\pi}=\sqrt{(200)(43{,}560)/\pi}$, so $\boxed{r_e=1665\ \text{ft}}$.
  2. Wellbore flowing pressure. With $k=200\ \text{mD}=0.2$ Darcy and $s=0$, steady state gives $q=\dfrac{7.08kh(p_e-p_{wf})}{\mu B_o\ln(r_e/r_w)}$, so $p_e-p_{wf}=\dfrac{q\mu B_o\ln(r_e/r_w)}{7.08kh}=\dfrac{800(2)(1.2)\ln(1665/0.33)}{7.08(0.2)(20)}=\dfrac{1920(8.526)}{28.32}=578.1$ psi. $\boxed{p_{wf}=2000-578.1=1421.9\ \text{psia}}$.
  3. Average reservoir pressure. The pseudosteady-state form uses $\ln(r_e/r_w)-3/4$ in place of $\ln(r_e/r_w)$ for $\bar p-p_{wf}$, so $\bar p$ sits below $p_e$ by exactly the $-3/4$ term's contribution: $p_e-\bar p=\dfrac{q\mu B_o(3/4)}{7.08kh}=\dfrac{1920(0.75)}{28.32}=50.8$ psi. $\boxed{\bar p=2000-50.8=1949.2\ \text{psia}}$.
QuantityValue
Equivalent drainage radius, $r_e$1665 ft
Pressure drop, $p_e-p_{wf}$578.1 psi
Wellbore flowing pressure, $p_{wf}$1421.9 psia
Average reservoir pressure, $\bar p$1949.2 psia
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