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1.Introduction JingLu, TaoZhu, DjebbarTiab, andJalalOwayed ProductivityFormulasforaPartiallyPenetratingVerticalWellinaCircularCylinderDrainageVolume ResearchArticle

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Volume 2009, Article ID 626154,34pages doi:10.1155/2009/626154

Research Article

Productivity Formulas for a Partially

Penetrating Vertical Well in a Circular Cylinder Drainage Volume

Jing Lu,

1

Tao Zhu,

1

Djebbar Tiab,

2

and Jalal Owayed

3

1The Petroleum Institute, P.O. Box 2533, Abu Dhabi, United Arab Emirates

2Mewbourne School of Petroleum and Geological Engineering, University of Oklahoma T-301 Sarkeys Energy Center, 100 E. Boyd Street, Norman, OK 73019-1003, USA

3Department of Petroleum Engineering, Kuwait University, P.O. Box 5969, Safat 13060, Kuwait

Correspondence should be addressed to Jing Lu,jlu@pi.ac.ae Received 26 December 2008; Accepted 6 July 2009

Recommended by Francesco Pellicano

Taking a partially penetrating vertical well as a uniform line sink in three-dimensional space, by developing necessary mathematical analysis, this paper presents steady state productivity formulas for an off-center partially penetrating vertical well in a circular cylinder drainage volume with constant pressure at outer boundary. This paper also gives formulas for calculating the pseudo-skin factor due to partial penetration. If top and bottom reservoir boundaries are impermeable, the radius of the cylindrical system and off-center distance appears in the productivity formulas. If the reservoir has a gas cap or bottom water, the effects of the radius and off-center distance on productivity can be ignored. It is concluded that, for a partially penetrating vertical well, different productivity equations should be used under different reservoir boundary conditions.

Copyrightq2009 Jing Lu et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

1. Introduction

Well productivity is one of primary concerns in oil field development and provides the basis for oil field development strategy. To determine the economical feasibility of drilling a well, the engineers need reliable methods to estimate its expected productivity. Well productivity is often evaluated using the productivity index, which is defined as the production rate per unit pressure drawdown. Petroleum engineers often relate the productivity evaluation to the long time performance behavior of a well, that is, the behavior during pseudo-steady-state or steady-state flow.

The productivity index expresses an intuitive feeling, that is, once the well production is stabilized, the ratio of production rate to some pressure difference between the reservoir

(2)

and the well must depend on the geometry of the reservoir/well system only. Indeed, a long time ago, petroleum engineers observed that in a bounded reservoir or a reservoir with strong water drive, the productivity index of a well stabilizes in a long time asymptote.

When an oil reservoir is bounded with a constant pressure boundarysuch as a gas cap or an aquifer, flow reaches the steady-state regime after the pressure transient reaches the constant pressure boundary. Rate and pressure become constant with time at all points in the reservoir and wellbore once steady-state flow is established. Therefore, the productivity index during steady-state flow is a constant.

Strictly speaking, steady-state flow can occur only if the flow across the drainage boundary is equal to the flow across the wellbore wall at well radius, and the fluid properties remain constant throughout the oil reservoir. These conditions may never be met in an oil reservoir; however, in oil reservoirs produced by a strong water drive, whereby the water influx rate at reservoir outer boundary equals the well producing rate, the pressure change with time is so slight that it is practically undetectable. In such cases, the assumption of steady-state is acceptable.

In many oil reservoirs the producing wells are completed as partially penetrating wells; that is, only a portion of the pay zone is perforated. This may be done for a variety of reasons, but the most common one is to prevent or delay the unwanted fluids into the wellbore. If a vertical well partially penetrates the formation, there is an added resistance to flow in the vicinity of the wellbore. The streamlines converge and the area for flow decreases, which results in added resistance.

The problem of fluid flow into wells with partial penetration has received much attention in the past, the exact solution of the partial penetration problem presents great analytical problems. Brons and Marting4, Papatzacos5, Basinev3developed solutions to the two dimensional diffusivity equation, which included flow of fluid in the vertical direction. They only obtained semianalytical and semiempirical expressions to calculate the added resistance due to partial penetration.

The primary goal of this study is to present new steady-state productivity formulas for a partially penetrating vertical well in a circular cylinder drainage reservoir with constant pressure at outer boundary. Analytical solutions are derived by making the assumption of uniform fluid withdrawal along the portion of the wellbore open to flow. The producing portion of a partially penetrating vertical well is modeled as a uniform line sink. This paper also gives new expressions for calculating the added resistance due to partial penetration, by solving the three-dimensional Laplace equation.

2. Literature Review

Putting Darcy’s equation into the equation of continuity, the productivity formula of a fully penetrating vertical well in a homogeneous, isotropic permeability reservoir is obtained1, page 52:

QwFD

2πKHPePw/ μB

lnRe/Rw , 2.1

wherePe is outer boundary pressure,Pwis flowing wellbore pressure,Kis permeability,H is payzone thickness,μis oil viscosity,Bis oil formation volume factor,Reis drainage radius,

(3)

Rwis wellbore radius, andFDis the factor which allows the use of field units, and it can be found in a Table 1 at page 52 of1.

Formula2.1is applicable for a fully penetrating vertical well in a circular drainage area with constant pressure outer boundary.

If a vertical well partially penetrates the formation, there is an added resistance to flow which is limited to the region around the wellbore, this added resistance is included by introducing the pseudo-skin factor,Sps. Thus, Formula2.1may be rewritten to include the pseudo-skin factor due to partial penetration as2, page 92

QwFD

2πKHPePw/ μB

lnRe/Rw Sps . 2.2

Define partial penetration factorη:

η Lp

H, 2.3

whereLpis the producing well length, that is, perforated interval.

Several authors obtained semianalytical and semiempirical expressions for evaluating pseudo-skin factor due to partial penetration.

Bervaldier’s pseudo-skin factor formula3:

Sps 1

η−1 ln

Lp/Rw

1−Rw/Lp−1

. 2.4

Brons and Marting’s pseudo-skin factor formula4is as follows:

Sps 1

η −1

lnhDG

η , 2.5

where

hD H

2Rw Kh

Kv 1/2

, G

η

2.948−7.363η11.45η2−4.675η3.

2.6

Papatzacos’s pseudo-skin factor formula5is as follows:

Sps 1

η −1

ln πhD

2

1

η

ln η

2η

I1−1 I2−1

1/2

, 2.7

(4)

where

I1 H h10.25Lp, I2 H

h10.75Lp

,

2.8

andh1is the distance from the top of the reservoir to the top of the open interval.

It must be pointed out that the aforementioned formulas are only applicable to a reservoir with both impermeable top and bottom boundaries.

3. Partially Penetrating Vertical Well Model

Figure 1 is a schematic of an off-center partially penetrating vertical well. A partially penetrating well of drilled lengthL drains a circular cylinder porous volume with height Hand radiusRe.

The following assumptions are made.

1The reservoir has constant Kx, Ky, Kz permeabilities, thickness H, porosity φ.

During production, the partially penetrating vertical well has a circular cylinder drainage volume with heightHand radiusRe. The well is located atR0away from the axis of symmetry of the cylindrical body.

2At timet0, pressure is uniformly distributed in the reservoir, equal to the initial pressurePi. If the reservoir has constant pressure boundariesedge water, gas cap, bottom water, the pressure is equal to the initial value at such boundaries during production.

3The production occurs through a partially penetrating vertical well of radiusRw, represented in the model by a uniform line sink, the drilled well length is L, the producing well length isLp.

4A single phase fluid, of small and constant compressibility Cf, constant viscosity μ, and formation volume factor B, flows from the reservoir to the well. Fluid properties are independent of pressure. Gravity forces are neglected.

5There is no water encroachment and no water/gas coning. Edge water, gas cap, and bottom water are taken as constant pressure boundaries, multiphase flow effects are ignored.

6Any additional pressure drops caused by formation damage, stimulation, or perforation are ignored, we only consider pseudo-skin factor due to partial penetration.

The porous media domain is:

Ω x, y, z

|x2y2< R2e,0< z < H

, 3.1

whereReis cylinder radius,Ωis the cylindrical body.

(5)

x y

z

H

Re

Open to flow

Figure 1: Partially penetrating vertical well model.

Located at R0 away from the center of the cylindrical body, the coordinates of the top and bottom points of the well line areR0,0,0and R0,0, L, respectively, while point R0,0, L1and pointR0,0, L2are the beginning point and end point of the producing portion of the well, respectively. The well is a uniform line sink betweenR0,0, L1andR0,0, L2, and there hold

LpL2L1, LpLH. 3.2 We assume

KxKyKh, KzKv, 3.3

and define average permeability:

Ka KxKyKz1/3Kh2/3K1/3v . 3.4 The reservoir initial pressure is a constant:

P|t0Pi. 3.5

The pressure at constant pressure boundariesedge water, gas cap, bottom wateris assumed to be equal to the reservoir initial pressure during production:

Pe Pi. 3.6

Suppose point R0,0, z is in the producing portion, and its point convergence intensity isq, in order to obtain the pressure at pointx, y, zcaused by the pointR0,0, z, according to mass conservation law and Darcy’s law, we have to obtain the basic solution of the diffusivity equation inΩ 6,7:

Kh2P

∂x2 Kh2P

∂y2 Kv2P

∂z2 μqBδxR0δ y

δ zz

, inΩ, 3.7

(6)

whereCtis total compressibility coefficient of porous media,δxR0, δy, δz−zare Dirac functions.

In order to simplify the equations, we take the following dimensionless transforms:

xDx L

Ka

Kh 1/2

, yDy L

Ka

Kh 1/2

, zDz L

Ka

Kv 1/2

, 3.8

LD Ka

Kv 1/2

, HD H

L Ka

Kv 1/2

, 3.9

L1D L1

L Ka

Kv 1/2

, L2D L2

L Ka

Kv 1/2

, 3.10

LpD L2DL1D Lp

L Ka

Kv

1/2

, 3.11

ReD Re

L Ka

Kh

1/2

, R0D R0

L Ka

Kh

1/2

. 3.12

The dimensionless wellbore radius is8

RwDKh

Kv

1/4

Kh

Kv

−1/4 Rw

2L

. 3.13

Assumeqis the point convergence intensity at the point sinkR0,0, z, the partially penetrating well is a uniform line sink, the total productivity of the well isQ, and there holds

q Q

LpD. 3.14

Define the dimensionless pressures:

PD KaLPeP

μqB , PwD KaLPePw

μqB . 3.15

Then3.7becomes6,7

2PD

∂xD2 2PD

∂yD2 2PD

∂zD2 −δxDR0Dδ yD

δ

zDzD

, inΩD, 3.16

where

ΩD

xD, yD, zD

|xD2 y2D< R2eD,0< zD< HD

. 3.17

(7)

If point r0 and point r are with distances ρ0 and ρ, respectively, from the axis of symmetry of the cylindrical body, then the dimensionless off-center distances are

ρ0Dρ0

L Ka

Kh 1/2

, ρDρ L

Ka

Kh 1/2

. 3.18

There holds π

HD

2ReDρ0DρDρ0DρD

Kv

Kh

1/2 πL 2H

4Re L −2ρ0

L −2ρ

L −2√ρ0ρ L

Kv

Kh

1/2 πRe

H

2− ρ0

Reρ Re

ρ0ρ Re

Kv

Kh

1/2 πRe

H

2−ϑ0ϑϑ0ϑ

,

3.19

where

ϑ0 ρ0

Re, ϑ ρ

Re. 3.20

Since the reservoir is with constant pressure outer boundaryedge water, in order to delay water encroachment, a producing well must keep a sufficient distance from the outer boundary. Thus in this paper, it is reasonable to assume that

ϑ0≤0.6, ϑ≤0.6 3.21

If

ϑ0ϑ0.6, Kv

Kh 0.25, Re

H 15, 3.22

then

Kv Kh

1/2 πRe

H

2−ϑ0ϑϑ0ϑ 0.251/2×π×15×

2.0−0.6−0.6−√

0.6×0.6

4.7124, exp−4.7124 8.983×10−3.

3.23

Moreover if

ϑ0ϑ0.5, Kv

Kh 0.5, Re

H 10, 3.24

(8)

then

Kv Kh

1/2 πRe

H

2−ϑ0ϑϑ0ϑ 0.51/2×π×10×

2.0−0.5−0.5−√

0.5×0.5

11.107, exp−11.107 1.501×10−5 .

3.25

Recall3.19, there holds

exp

π

HD

2ReDρ0DρD

ρ0DρD

Kv Kh

1/2 πRe

H

2−ϑ0ϑϑ0ϑ

, 3.26 since there holds3.21, and according to the aforementioned calculations in3.22,3.23, 3.24, and3.25, we obtain

exp

π

HD

2ReDρ0DρD

ρ0DρD

≈0. 3.27

Because

0<

π HD

2ReDρ0DρDρ0DρD

<

π HD

2ReDρ0DρD

, 3.28

thus

exp

π

HD

2ReDρ0DρDρ0DρD

>exp

π

HD

2ReDρ0DρD

. 3.29

Combining3.27and3.29, we have

exp

π

HD

2ReDρ0DρD

≈0. 3.30

4. Boundary Conditions

In this paper, we always assume constant pressure lateral boundary:

P x, y, z

PePi, 4.1

on cylindrical lateral surface:

Γ x, y, z

|x2y2R2e,0< z < H

. 4.2

(9)

Recall3.15, the dimensionless form of constant pressure lateral boundary condition is

PD

xD, yD, zD

0, 4.3

on

ΓD

xD, yD, zD

|x2Dy2DR2eD,0< zD< HD

. 4.4

Also we have the following dimensionless equations for top and bottom boundary conditions:

iIf the circular cylinder drainage volume is with top and bottom impermeable boundaries, that is, the boundaries atz0 andzHare both impermeablee.g., the reservoir does not have gas cap drive or bottom water drive, then

∂PD

∂zD

zD0 0; ∂PD

∂zD

zDHD

0. 4.5

iiIf the circular cylinder drainage volume is with impermeable boundary atz H, constant pressure boundary atz0,e.g., the reservoir has gas cap drive, then

PD|zD00; ∂PD

∂zD

zDHD

0. 4.6

iiiIf the circular cylinder drainage volume is with impermeable boundary atz 0, constant pressure boundary atz He.g., the reservoir has bottom water drive, then

PD|zDHD 0; ∂PD

∂zD

zD00. 4.7

ivIf the circular cylinder drainage volume is with top and bottom constant pressure boundaries, that is, the boundaries atz 0 andz Hare both constant pressure boundariese.g., the reservoir has both gas cap drive and bottom water drive, then PD|zD0 0; PD|zDHD 0. 4.8

5. Point Sink Solutions

For convenience, we use dimensionless variables given by3.8through3.13, but we drop the subscriptD. In order to obtain the dimensionless pressure of a point sink in a circular cylinder reservoir, we need to solve a dimensionless Laplace equation in dimensionless space:

2P

∂x2 2P

∂y2 2P

∂z2 −δ xx

δ y

δ zz

, inΩ, 5.1

(10)

ρ0

ρ θ Re

ρ

ρ1

Figure 2: Geometric representation of a circular system.

where

Ω x, y, z

|x2y2< R2e,0< z < H

. 5.2

The following initial reservoir condition and lateral reservoir boundary condition will be used to obtain point sink pressure in a circular cylinder reservoir with constant pressure outer boundary:

Pt, x, y, z

t00, inΩ, P

t, x, y, z

0, onΓ, 5.3

whereΓ {x, y, z|x2y2 R2e,0< z < H}.

The problem under consideration is that of fluid flow toward a point sink from an off- center position within a circular of radiusRe. We want to determine the pressure change at an observation point with a distanceρfrom the center of circle.

Figure 2is a geometric representation of the system. InFigure 2, the point sink r0and the observation point r are with distancesρ0andρ, respectively, from the circular center; and the two points are separated at the center by an angleθ. The inverse point of the point sink r0 with respect to the circle is point r. Point ris with a distanceρfrom the center, andρ1from the observation point. The inverse point is the point outside the circle, on the extension of the line connecting the center and the point sink, and such that

ρ R2e ρ0

. 5.4

AssumeRis the distance between point r and point r0, then R

ρ2ρ20−2ρρ0cosθ. 5.5 If the observation point r is on the drainage circle,ρRe, then

R

R2eρ20−2Reρ0cosθ, Re> ρ0>0. 5.6

(11)

If the observation point r is on the wellbore, then

RRw. 5.7

Define

λn

H. 5.8

5.1. Impermeable Upper and Lower Boundaries

If upper and lower boundaries are impermeable,

∂P

∂z

z00, ∂P

∂z

zH0, 5.9

obviously for such impermeable boundary conditions, we have

δ zz

n0 cosλnzcosλnz

Hdn , 5.10 where

dn

⎧⎪

⎪⎩

1, ifn0, 1

2, ifn >0.

5.11

Let

P x, y, z

n0

ϕn x, y

cosλnz, 5.12

and substituting5.12into5.1and compare the coefficients of cosλnz, we obtain Δϕnλ2nϕn−cosλnzδx−xδ

y

Hdn , 5.13

in circular areaΩ1{x, y|x2y2< R2e}, and

ϕn0, 5.14

on circumferenceΓ1 {x, y|x2y2R2e},andΔis two-dimensional Laplace operator, Δϕn 2ϕn

∂x2 2ϕn

∂y2 . 5.15

(12)

Case 1. Ifn0, then

Δϕ0δxxδ y

H , inΩ1, ϕ00, onΓ1.

5.16

Using Green’s function of Laplace problem in a circular domain, we obtain9–11

ϕ0

x, y;x,0

1 2πH

lnρρ ρρ0ρ0

Re

. 5.17

Case 2. Ifn >0, thenϕnsatisfies5.13. Since−1/2πK0λnRsatisfies the equations:

Δu−λ2nuδxxδ y

,

u0, onΓ1. 5.18

So−αn/2πK0λnRis a basic solution of5.13, where

αn

− 1 Hdn

cos

nπz H

−2 H

cos

λnz

, 5.19

βn αn

2π −2

2πH

cos nπz

H

−1

πH

cos λnz

. 5.20

Define

ψnϕnβnK0 λnR

, 5.21

thus

ϕnψnβnK0

λnR

, 5.22

thenψnsatisfies homogeneous equation

Δψnλ2nψn0, inΩ1,

ψnβnK0λnR, onΓ1, 5.23

andRhas the same meaning as in5.6.

(13)

Under polar coordinates representation of Laplace operator and by using methods of separation of variables, we obtain a general solution9–11:

ψn A0nI0

λnρ

B0nK0

λnρ a0nθb0n

m1

AmnIm

λnρ

BmnKm

λnρ

×amncosmθ bmnsinmθ,

5.24

whereAin, Bin, ain, bin, i0,1, . . .are undetermined coefficients.

Becauseψnis continuously bounded withinΩ1, butKi0 ∞, so there holds

Bin0, i0,1, . . . . 5.25

There hold7,12

Kυz πi

2

eυπi/2Hυ1zi, Iυz e−υπi/2Jυzi,

5.26

whereKυzis modified Bessel function of second kind and orderυ, Iυzis modified Bessel function of first kind and orderυ, Jυzis Bessel function of first kind and orderυ, Hυ1zis Hankel function of first kind and orderυ, andi

−1.

Also there hold13, page 979

H01 σR

J0 σρ0

H01σRe 2 m1

Jm σρ0

Hm1σRecosmθ, 5.27

K0 λnR

πi

2

H01 nR

. 5.28

Letσiλn,note thati2−1putting5.26into5.27, and using5.28, we have the following Cosine Fourier expansions ofK0λnR 13, page 952:

K0 λnR

πi

2

J0 nρ0

H01nRe 2 m1

Jm nρ0

Hm1nRecosmθ

J0 nρ0

K0λnRe 2 m1

e−mπi/2Jm nρ0

KmλnRecosmθ

I0

λnρ0

K0λnRe 2 m1

Im

λnρ0

KmλnRecosmθ.

5.29

(14)

Note thatψnβnK0λnRonΓ1, comparing coefficients of Cosine Fourier expansions ofK0λnRin5.29and5.24, we obtain

a0n0, b0n1, bin0, i1,2, . . . . 5.30

Define

YmnamnAmn, n0,1,2, . . . , 5.31

and recall5.24, then we have

ψn

m0

YmnIm λnρ

cosmθ, n0,1,2, . . . , 5.32

where

Y0n βnK0λnReI0

λnρ0

I0λnRe , YmnnKmλnReIm

λnρ0 ImλnRe .

5.33

There hold13, page 919

Imx expx

2πx1/2, Kmx π/2x1/2

expx , x 1,∀m≥0. 5.34

Note thatHin Formula5.8is in dimensionless form, recall Formulas3.9,3.12 and3.18, for dimensionlessH, Re, ρ0, ρ, there hold

λnRe 1, λnρ0 1, λnρ 1, 5.35

(15)

thus

KmλnRe

ImλnReπexp−2λnRe, 5.36

Im

λnρ0

Im

λnρ

exp λnρ0 2πλnρ0

1/2, exp λnρ 2πλnρ1/2

exp λn

ρρ0 2πλnρρ01/2 ,

5.37

YmnIm

λnρ

nKmλnReIm

λnρ0 Im

λnρ ImλnRe

≈ 2βn

πexp−2λnRe exp

λn ρρ0 2πλn

ρρ0

1/2

n

π 2πλn

ρρ01/2

exp

−λn

2Reρ0ρ

βn

λn

ρρ0

1/2

exp

−λn

2Reρ0ρ .

5.38

There holds

ψn

m0

YmnIm

λnρ

cosmθ

<

m0

YmnIm

λnρ

m0

nKmλnReIm

λnρ0 Im

λnρ ImλnRe

.

5.39

Combining Formulas3.18,5.38, and5.39, we obtain

n1

ψncosnπz H

n1

ψn

n1

m0

nKmλnReIm

λnρ0 Im

λnρ ImλnRe

(16)

n1

nK0λnReI0

λnρ0 I0

λnρ I0λnRe

m1

nKmλnReIm

λnρ0 Im

λnρ ImλnRe

n1

nK0λnReI0

λnρ0

I0

λnρ I0λnRe

n1

m1

nKmλnReIm

λnρ0

Im

λnρ ImλnRe

Ξ1 Ξ2,

5.40

where

Ξ1

n1

nK0λnReI0

λnρ0

I0

λnρ I0λnRe

, 5.41 Ξ2

n1

m1

nKmλnReIm

λnρ0

Im

λnρ ImλnRe

. 5.42

There holds

Ξ1

n1

nK0λnReI0

λnρ0 I0

λnρ I0λnRe

n1

βn λn

ρρ0

1/2

exp

−λn

2Reρ0ρ

n1

1 2ρρ01/2

exp

H

2Reρ0ρ

<

n1

1 π2

ρρ01/2

exp

H

2Reρ0ρ

1 π2

ρρ0

1/2

exp

−π/H

2Reρ0ρ 1−exp

−π/H

2Reρ0ρ

≈0,

5.43

where we use Formula3.26,

exp

π H

2Reρ0ρ

≈0, 5.44

xx2x3x4x5· · · x

1−x, 0< x <1. 5.45

(17)

Ifm >−1/2, there holds13, page 916

Imz

z/2m

Γm1/2Γ1/2

1

−11−t2m−1/2coshztdt, 5.46 thus form≥1,

Im

λnρ

λnρ/2m Γm1/2Γ1/2

1

−1cosh λnρt

dt

nρ/2m λnρ

Γm1/2Γ1/2

sinh λnρ

λnρ/2m−1

Γm1/2Γ1/2

sinh

λnρ

<

λnρ/2m−1m1/2Γ1/2

exp

λnρ ,

5.47

where we use

1

−1cosh λnρt

dt 2 sinh λnρ λnρ , sinh

λnρ

< exp λnρ

2 ,

5.48

and if−1< t <1, m≥1, then

1−t2m−1/2≤1. 5.49

Putting Formula5.47into Formula5.42, we obtain

Ξ2

n1

m1

nKmλnReIm

λnρ0 Im

λnρ ImλnRe

<

n1

m1

βnexp

−λn

2Reρ0ρ

λnρ/2m−1m1/2Γ1/2

λnρ0/2m−1m1/2Γ1/2

n1

m1

2 H

λ2nρρ0/4m−1

2Γm1/2Γ1/22exp

−λn

2Reρ0ρ

n1

2 H

exp

−λn

2Reρ0ρ m1

λ2nρρ0/4m−1 2Γm1/2Γ1/22.

5.50

(18)

Note that

Γm1/2 1×3×5× · · · ×2m−1√ π 2m

> 1×2×6× · · · ×2m−2√ π 2m

2m−1m−1!√ π 2m m−1!√

π

2 ,

5.51

then we obtain

Ξ2<

n1

2 H

exp

−λn

2Reρ0ρ m1

λ2nρρ0/4m−1 2Γm1/2Γ1/22

<

n1

2 H

exp

−λn

2Reρ0ρ m1

λ2nρρ0/4m−1 m−1!π2

n1

2 H

exp

−λn

2Reρ0ρ k0

λnρρ0/22k

k!π2

n1

2 π2H

exp

−λn

2Reρ0ρ I0 λn

ρρ0 ,

5.52

where we use13, page 919

I0z

k0

z/22k k!2 , Γ

1 2

π. 5.53

Note thatλnρρ0 1,and we have

I0 λn

ρρ0

≈ exp λnρρ0

2πλnρρ0

1/2, 5.54

(19)

thus Formula5.52can be simplified as follows:

Ξ2<

n1

2 π2H

exp

−λn

2Reρ0ρ I0 λn

ρρ0

n1

2 π2H

exp

−λn

2Reρ0ρ

⎣ exp

λnρρ0 2πλnρρ0

1/2

<

n1

2 π2H2π1/2

ρρ01/4

exp

−λn

2Reρ0ρ− √ρρ0

λ1/2n

n1

2 π32nH1/2

ρρ01/4

exp

H

2Reρ0ρρρ0

<

n1

2 π32H1/2

ρρ0

1/4

exp

H

2Reρ0ρρρ0

2 π32H1/2

ρρ01/4

exp

−π/H

2Reρ0ρ− √ρρ0

1−exp

−π/H

2Reρ0ρ− √ρρ0

≈0,

5.55

where we use Formulas5.45and3.26 exp

π H

2Reρ0ρρρ0

≈0. 5.56

Combining Formulas5.40,5.43, and5.55, we prove

n1

ψncosnπz H

≈0. 5.57

Combining Formulas5.4,5.12, 5.17,5.20,5.22, 5.29, and5.57, the point convergence pressure of pointx,0, zis

P

x, y, z;x,0, z

1 2πH

lnR2eρρ0 ρρ0Re

n1

βnK0λnReI0λnR I0λnReβnK0

λnR

cosλnz

−1

πH

n1

K0λnReI0λnR I0λnReK0

λnR

cosλnzcos λnz

1

2πH

lnR2eρρ0 ρρ0Re

.

5.58

(20)

5.2. Constant Pressure Upper or Lower Boundaries

If the reservoir is with gas cap and impermeable bottom boundary, then

P|z00, ∂P

∂z

zH 0, 5.59

and assume the outer boundary is at constant pressure

P 0, 5.60

on cylindrical surfaceΓ {x, y|x2y2R2e,0< z < H}.

Define

ωn 2n−1π 2H , gnz

"

2

Hsinωnz, n1,2,3, . . .,

5.61

then under the boundary condition of5.59, we have

δ zz

n1

gnzgn

z

. 5.62

Let

P x, y, z

n1

ϕn

x, y

sinωnz, 5.63

whereϕnsatisfies

Δϕnω2nϕn

−2 H

δ

xx δ

y sin

ωnz

, 5.64

inΩ1, and

ϕn0, 5.65

onΓ1. Let

ψnϕnζnK0

ωnR

, 5.66

(21)

where

ζn −1

πH

sin ωnz

, 5.67

andRhas the same meaning as in Formula5.6.

Thusψnsatisfies homogeneous equation:

Δψnωn2ψn0, 5.68

inΩ1, and

ψnζnK0 ωnR

, 5.69

onΓ1.

Using polar coordinates, we have

ψn ζnK0ωnReI0ωnR

I0ωnRe , 5.70

then

ϕnψnζnK0 ωnR

, 5.71

and point convergence pressure of pointx,0, zis:

P

x, y, z;x,0, z

n1

ζnK0ωnReI0ωnR I0ωnReζnK0

ωnR

sinωnz

−1

πH

n1

K0ωnReI0ωnR I0ωnReK0

ωnR

sinωnzsin ωnz

. 5.72

If the reservoir is with bottom water and impermeable top boundary, then

P|zH0, ∂P

∂z

z0 0, 5.73

and recall Formula5.60, the outer boundary is at constant pressure.

Define

hnz

# 2

Hcosωnz, n1,2,3, . . ., 5.74

(22)

then under the boundary condition of5.73, we have

δ zz

n1

hnzhn

z

. 5.75

Let

P x, y, z

n1

ϕn x, y

cosωnz, 5.76

whereϕnsatisfies

Δϕnω2nϕn

−2 H

δ

xx δ

y cos

ωnz

, 5.77

inΩ1, and

ϕn0, 5.78

onΓ1. Let

ψnϕnηnK0 ωnR

, 5.79

where

ηn −1

πH

cos ωnz

, 5.80

thusψnsatisfies

Δψnωn2ψn0, 5.81

inΩ1, and

ψnηnK0

ωnR

, 5.82

onΓ1.

Using polar coordinates, we have

ψn ηnK0ωnReI0ωnR

I0ωnRe , 5.83

参照

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