Litcius/Paper detail

Early- and Late-Time Prediction of Counter-Current Spontaneous Imbibition, Scaling Analysis and Estimation of the Capillary Diffusion Coefficient

Pål Østebø Andersen

2023Transport in Porous Media18 citationsDOIOpen Access PDF

Abstract

Abstract Solutions are investigated for 1D linear counter-current spontaneous imbibition (COUSI). It is shown theoretically that all COUSI scaled solutions depend only on a normalized coefficient $${\Lambda }_{n}\left({S}_{n}\right)$$ <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"> <mml:mrow> <mml:msub> <mml:mi>Λ</mml:mi> <mml:mi>n</mml:mi> </mml:msub> <mml:mfenced> <mml:msub> <mml:mi>S</mml:mi> <mml:mi>n</mml:mi> </mml:msub> </mml:mfenced> </mml:mrow> </mml:math> with mean 1 and no other parameters (regardless of wettability, saturation functions, viscosities, etc.). 5500 realistic functions $${\Lambda }_{n}$$ <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"> <mml:msub> <mml:mi>Λ</mml:mi> <mml:mi>n</mml:mi> </mml:msub> </mml:math> were generated using (mixed-wet and strongly water-wet) relative permeabilities, capillary pressure and mobility ratios. The variation in $${\Lambda }_{n}$$ <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"> <mml:msub> <mml:mi>Λ</mml:mi> <mml:mi>n</mml:mi> </mml:msub> </mml:math> appears limited, and the generated functions span most/all relevant cases. The scaled diffusion equation was solved for each case, and recovery vs time $$RF$$ <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"> <mml:mrow> <mml:mi>RF</mml:mi> </mml:mrow> </mml:math> was analyzed. RF could be characterized by two (case specific) parameters $$RFtr$$ <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"> <mml:mrow> <mml:mi>RFtr</mml:mi> </mml:mrow> </mml:math> and $$lr$$ <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"> <mml:mrow> <mml:mi>lr</mml:mi> </mml:mrow> </mml:math> (the correlation overlapped the 5500 curves with mean $${R}^{2}=0.9989$$ <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"> <mml:mrow> <mml:msup> <mml:mrow> <mml:mi>R</mml:mi> </mml:mrow> <mml:mn>2</mml:mn> </mml:msup> <mml:mo>=</mml:mo> <mml:mn>0.9989</mml:mn> </mml:mrow> </mml:math> ): Recovery follows exactly $$\mathrm{RF}={T}_{n}^{0.5}$$ <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"> <mml:mrow> <mml:mi>RF</mml:mi> <mml:mo>=</mml:mo> <mml:msubsup> <mml:mi>T</mml:mi> <mml:mrow> <mml:mi>n</mml:mi> </mml:mrow> <mml:mrow> <mml:mn>0.5</mml:mn> </mml:mrow> </mml:msubsup> </mml:mrow> </mml:math> before water meets the no-flow boundary (early time) but continues (late time) with marginal error until $$RFtr$$ <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"> <mml:mrow> <mml:mi>RFtr</mml:mi> </mml:mrow> </mml:math> (highest recovery reached as $${T}_{n}^{0.5}$$ <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"> <mml:msubsup> <mml:mi>T</mml:mi> <mml:mrow> <mml:mi>n</mml:mi> </mml:mrow> <mml:mrow> <mml:mn>0.5</mml:mn> </mml:mrow> </mml:msubsup> </mml:math> ) in an extended early-time regime. Recovery then approaches 1, with $$lr$$ <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"> <mml:mrow> <mml:mi>lr</mml:mi> </mml:mrow> </mml:math> quantifying the decline in imbibition rate. $$RFtr$$ <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"> <mml:mrow> <mml:mi>RFtr</mml:mi> </mml:mrow> </mml:math> was 0.05 to 0.2 higher than recovery when water reached the no-flow boundary (critical time). A new scaled time formulation $${T}_{n}=t/\tau {T}_{\mathrm{ch}}$$ <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"> <mml:mrow> <mml:msub> <mml:mi>T</mml:mi> <mml:mi>n</mml:mi> </mml:msub> <mml:mo>=</mml:mo> <mml:mi>t</mml:mi> <mml:mo>/</mml:mo> <mml:mi>τ</mml:mi> <mml:msub> <mml:mi>T</mml:mi> <mml:mi>ch</mml:mi> </mml:msub> </mml:mrow> </mml:math> accounts for system length $$L$$ <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"> <mml:mi>L</mml:mi> </mml:math> and magnitude $$\overline{D }$$ <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"> <mml:mover> <mml:mi>D</mml:mi> <mml:mo>¯</mml:mo> </mml:mover> </mml:math> of the unscaled diffusion coefficient via $$\tau ={L}^{2}/\overline{D }$$ <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"> <mml:mrow> <mml:mi>τ</mml:mi> <mml:mo>=</mml:mo> <mml:msup> <mml:mrow> <mml:mi>L</mml:mi> </mml:mrow> <mml:mn>2</mml:mn> </mml:msup> <mml:mo>/</mml:mo> <mml:mover> <mml:mi>D</mml:mi> <mml:mo>¯</mml:mo> </mml:mover> </mml:mrow> </mml:math> , and $${T}_{\mathrm{ch}}$$ <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"> <mml:msub> <mml:mi>T</mml:mi> <mml:mi>ch</mml:mi> </mml:msub> </mml:math> separately accounts for shape via $${\Lambda }_{n}$$ <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"> <mml:msub> <mml:mi>Λ</mml:mi> <mml:mi>n</mml:mi> </mml:msub> </mml:math> . Parameters describing $${\Lambda }_{n}$$ <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"> <mml:msub> <mml:mi>Λ</mml:mi> <mml:mi>n</mml:mi> </mml:msub> </mml:math> and recovery were correlated which permitted (1) predicting recovery (without solving the diffusion equation); (2) predicting diffusion coefficients explaining experimental recovery data; (3) explaining the challenging interaction between inputs such as wettability, saturation functions and viscosities with time scales, early- and late-time recovery behavior.

Topics & Concepts

AlgorithmComputer scienceEnhanced Oil Recovery TechniquesPetroleum Processing and AnalysisCorrosion Behavior and Inhibition