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Time discretization





Spatial discretization





Numerical well model




The contact between well walls and permeable reservoir is called Well Reservoir Contact (WRC).


Specific flow rate (production or injection) through the differential element dh of WRC is proportional to delta pressure:

(1) \frac{dq_{sf}}{dh} = \frac{dV}{dt \ dh} = T_h \cdot M \cdot (p_{e} - p_{wf})


where  T_h – is called specific productivity (or injectivity) of well-reservoir contact  (see below), 


M = \frac{1}{\mu} – single-phase fluid mobility, 


p_{e}(t, h) –  formation pressure at external drainage boundary  r_e (defined by the flow regime around  element  dh), 


p_{wf}(t, h) – sandface bottomhole pressure across element dh.



Surface flow rates at separator (or tubing head of injector well) can be found as integration along the full length of WRC  \Gamma_{ WRC}:

(2) q(t) = \int_{\Gamma_{WRC}} \ \bigg( \frac{1}{B^S} \frac{dq_{sf}}{dh} \bigg) \, dh = \int_{\Gamma_{WRC}} \bigg( \frac{M \, (p_e - p_{wf})}{B^S} \bigg) \, T_h \, dh

where  B^{S} =\frac{V_{sf}}{V_S} =\frac{V_sf}{V^{\LARGE \circ}} \frac{V^{\LARGE \circ}}{V^S} = \frac{B(P,T)}{B(P^S,T^S)} – formation volume factor at separator.



WRC Specific Productivity 


WRC specific producvity T_h depends on flow reghime around well.


The most popular model is given by stationary (steady-state  or pseudo steady-state) flow:

(3) T_h = \frac{2 \pi \ k_{\perp} }{ \ln \frac{r_e}{r_w} - \epsilon + S}

where

k_{\perp} = \sqrt{k_{\perp 1} \ k_{\perp 2}}

geometric average permeability in transversal plane to WRC

\{ k_{\perp 1}, k_{\perp 2} \}

 transvercal pertmeabilities

r_w

drilling bit well radius

r_e

external boundary of drainage area

S

near-reservoir zone skin-factor

\epsilon = 1/2

for steady-state flow regime (constant pressure at  r_e)

\epsilon = 3/4

 for pseudo-state flow regime (no flow at  r_e)


Effective drainage radius can be approximated by Peaceman model:


(4) r_e = 0.28 \ \frac{ \sqrt{ \Big( \frac{k_{\perp 2}}{k_{\perp 1}} \Big)^{1/2} D_{\perp 1} ^2 + \Big( \frac{k_{\perp 1}}{k_{\perp 2}} \Big)^{1/2} D_{\perp 2} ^2 } } { \Big( \frac{k_{\perp 2}}{k_{\perp 1}} \Big)^{1/4} + \Big( \frac{k_{\perp 1}}{k_{\perp 2}} \Big)^{1/4}}

where  {\bf D} = \{ D_{\perp 1}, D_{\perp 2} \} – dimensions of the grid cell around well in transversal plane to the well axis. 


Strictly speaking, the above formula is  only valid in case well penetrates through the whole length of grid cell  \bf D perpendicular to the cell faces.

There are many modifications and generalization of the Peaceman approximation but in the most practical cases it works very well when sufficiently fine LGR is applied.


Matrix assembling and SLAE soilution






Non-linear equations





Simple iterations


Newton method


Newton-Raphson methodr_{eff} = 0.198 \ D_{\perp}

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