Analytical Solution of
1D Single Phase Flow Equation
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Hoonyoung Jeong
Department of Energy Resources Engineering Seoul National University
[email protected] SNU ERE Hoonyoung Jeong
Assumptions in Analytical Solution of 1D Flow Equation
• Homogeneous rock
✓Constant porosity and permeability
✓How different from isotropy?
• Constant fluid viscosity Things that are needed to Derive a Flow Equation (for Reservoir Simulation)
• Reservoir structure
✓1-dimension
• Fluid properties
✓Single phase
✓Fluid compressibility (slightly compressible fluid)
• Rock properties
✓Porosity
✓Permeability
✓Rock compressibility (slightly compressible rock)
• Properties of rock and fluid
✓Capillary pressure
✓Relative permeability
• Governing equation
✓Continuity equation
✓Constitutive equation
✓Darcy’s law
• Boundary and initial conditions
[email protected] SNU ERE Hoonyoung Jeong
1D Flow Equation
• 𝜕
𝜕𝑥
𝑘𝜌 𝜇
𝜕𝑃
𝜕𝑥 + 1
𝜕𝑥𝜕𝑦𝜕𝑧
𝜕 𝜌𝑉𝑒𝑥𝑡
𝜕𝑡 = 𝜕 𝜙𝜌
𝜕𝑡
• Use the Dirichlet condition for P
✓A location with 𝑉𝑒𝑥𝑡 is assumed to have infinite volume
✓𝑉𝑒𝑥𝑡 does not affect P, so it can be ignored
• 𝜕
𝜕𝑥
𝑘𝜌 𝜇
𝜕𝑃
𝜕𝑥 = 𝜕 𝜙𝜌
𝜕𝑡
• 𝑘
𝜇
𝜕𝜌
𝜕𝑥
𝜕𝑃
𝜕𝑥 + 𝜌 𝜕2𝑃
𝜕𝑥2 = 𝜌 𝜕𝜙
𝜕𝑡 + 𝜙 𝜕ρ
SNU ERE Hoonyoung Jeong
Analytical Solution
If 𝑃 𝑥 = 0, 𝑡 = 𝑃0 𝑃 𝑥 = 𝐿, 𝑡 = 𝑃𝐿 𝑃 𝑥, 𝑡 = 0 = 𝑃𝐿
𝑃 𝑥, 𝑡 = 𝑃0 + 𝑃𝐿 − 𝑃0 𝑥
𝐿 + 2
𝜋
𝑛=1
∞ 1
𝑛 exp − 𝑛2𝜋2 𝐿2
𝑘
𝜙𝜇𝐶𝑡 𝑡 sin 𝑛𝜋𝑥
SNU ERE Hoonyoung Jeong
Sensitivity Analysis
• If 𝑃0 > 𝑃𝐿
• Guess physically and mathematically
✓ What if k is larger?
✓ What if porosity is larger?
✓ What if Ct is larger?
✓ What if 𝜇 is larger?
𝑃 = 𝑃0 − 𝑃0 − 𝑃𝐿 𝑥 𝐿
𝜕2𝑃
𝜕𝑥2 = 𝜙𝜇𝐶𝑡 𝑘
𝜕𝑃
𝜕𝑡
[email protected] SNU ERE Hoonyoung Jeong