NivaarExam PrepOfficial exam papers ↗

24-Pet-A3 Fundamental Reservoir Engineering · Undated paper

Question 2 of 7: Capillary Pressure, Solution GOR, and Core Saturation Volumes

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

Notes on this paper

17-Pet-A3 — Fundamental Reservoir Engineering · National Exams, May 2019 · 3 hours, closed book, approved Casio/Sharp calculator only · seven questions provided; five (5) questions constitute a complete exam paper (the first five as they appear in the answer book are marked), all questions equal value (20 marks each), all parts of a multipart question equal weight. All seven questions are answered below.

Reference texts: Craft, B.C. & Hawkins, M.F., Applied Petroleum Reservoir Engineering, 3rd ed. (material balance, Darcy flow, relative permeability); Ahmed, T., Reservoir Engineering Handbook, 5th ed. (material balance, gas PVT, decline-curve analysis); Lyons, W.C. (ed.), Standard Handbook of Petroleum and Natural Gas Engineering, 3rd ed.; McCain, W.D., The Properties of Petroleum Fluids, 3rd ed. (PVT properties, capillary pressure).

Question 2: Capillary Pressure, Solution GOR, and Core Saturation Volumes (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.

QuantityValue
(1) Water pressure, $P_w$110 kN/m²
(1) Tube internal diameter, $d$0.001 cm
(1) Contact angle, $\theta$15°
(1) Gas-water surface tension, $\sigma$72 mN/m
(2) Initial pressure / bubble point, $p_i$ / $p_b$3,000 / 2,500 psig
(2) Gas solubility, $dR_s/dp$0.25 SCF/STB/psi
(3) Porosity / bulk volume / $S_w$0.20 / 50 cm³ / 17%
(4) Core length / diameter15 cm / 2.5 cm
(4) Dry / saturated mass153.0 g / 167.7 g
gas water θ sealed end — P₀ (gas) open end — P𝑤=110 kN/m²
Fig. Q2(1): gas slug trapped against the sealed left end of a water-filled capillary; the meniscus curves toward the (non-wetting) gas phase since water wets the tube wall at θ=15°.

Find. (1) gas-phase pressure $P_g$; (2) initial solution gas-oil ratio $R_{si}$; (3) oil volume in the core; (4) core porosity from the mass-imbibition method.

Approach. Each sub-part is a direct application of a single governing relation: capillary pressure across a curved interface, the linear solubility of gas in an under-saturated oil below its bubble point, saturation-weighted pore volume, and the mass-balance definition of porosity.

  1. (1) Capillary pressure and gas-phase pressure. Water is the wetting phase (small contact angle), so the meniscus curves toward the gas and $P_c=P_g-P_w=\dfrac{2\sigma\cos\theta}{r}$, with $r=d/2=5\times10^{-6}$ m: $P_c=\dfrac{2(0.072)\cos15^\circ}{5\times10^{-6}}=27{,}819$ Pa $=27.82$ kN/m². Then $\boxed{P_g=P_w+P_c=110+27.82=137.8\ \text{kN/m}^2}$.
  2. (2) Initial solution GOR. Above the bubble point the oil is a single liquid phase, so $R_s$ is constant at its bubble-point value; taking the standard linear solubility model ($R_s=0$ at atmospheric pressure, rising linearly to $R_{sb}$ at $p_b$) with the given slope, $\boxed{R_{si}=R_{sb}=\left(\dfrac{dR_s}{dp}\right)p_b=0.25(2{,}500)=625\ \text{SCF/STB}}$.
  3. (3) Oil volume in the core. With only oil and water present, $S_o=1-S_w=1-0.17=0.83$: $V_o=\phi\,V_b\,S_o=0.20(50)(0.83)$, so $\boxed{V_o=8.3\ \text{cm}^3}$.
  4. (4) Porosity by mass imbibition. Pore volume equals the mass of water imbibed divided by water density: $V_p=\dfrac{m_{sat}-m_{dry}}{\rho_w}=\dfrac{167.7-153.0}{1.00}=14.7\ \text{cm}^3$. Bulk volume $V_b=\pi r^2 L=\pi(1.25)^2(15)=73.63\ \text{cm}^3$. So $\boxed{\phi=V_p/V_b=14.7/73.63=0.1996\approx20.0\%}$.
QuantityValue
(1) Gas-phase pressure, $P_g$137.8 kN/m²
(2) Initial solution GOR, $R_{si}$625 SCF/STB
(3) Oil volume in core8.3 cm³
(4) Core porosity0.1996 (20.0%)
Check: part (2) assumes the textbook simplification that solution gas-oil ratio varies linearly with pressure from $R_s=0$ at 0 psig up to $R_{sb}$ at the bubble point, using the given constant solubility as that slope — the exam supplies no other reference point (e.g. a stock-tank flash GOR) to anchor the line, so this is the standard assumption for this problem type.