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    Effect of wellbore storage and finite thickness skin on flow to apartially penetrating well in a phreatic aquifer

    M. Pasandi a, N. Samani a,*, D.A. Barry b,1

    a Department of Earth Sciences, College of Sciences, Shiraz University, Shiraz 71454, Iranb

    Laboratoire de technologie ecologique, Institut des sciences et technologies de lenvironnement, Station No. 2, Ecole Polytechnique Federale

    de Lausanne, CH-1015 Lausanne, Switzerland

    Received 1 June 2007; received in revised form 17 September 2007; accepted 19 September 2007Available online 25 September 2007

    Abstract

    An analytical model is presented for the analysis of constant flux tests conducted in a phreatic aquifer having a partially penetratingwell with a finite thickness skin. The solution is derived in the Laplace transform domain for the drawdown in the pumping well, skin andformation regions. The time-domain solution in terms of the aquifer drawdown is then obtained from the numerical inversion of theLaplace transform and presented as dimensionless drawdowntime curves. The derived solution is used to investigate the effects ofthe hydraulic conductivity contrast between the skin and formation, in addition to wellbore storage, skin thickness, delayed yield, partialpenetration and distance to the observation well. The results of the developed solution were compared with those from an existing solu-tion for the case of an infinitesimally thin skin. The latter solution can never approximate that for the developed finite skin. Dimension-less drawdowntime curves were compared with the other published results for a confined aquifer. Positive skin effects are reflected in theearly time and disappear in the intermediate and late time aquifer responses. But in the case of negative skin this is reversed and thenegative skin also tends to disguise the wellbore storage effect. A thick negative skin lowers the overall drawdown in the aquifer and

    leads to more persistent delayed drainage. Partial penetration increases the drawdown in the case of a positive skin; however its effectis masked by the negative skin. The influence of a negative skin is pronounced over a broad range of radial distances. At distant obser-vation points the influence of a positive skin is too small to be reflected in early and intermediate time pumping test data and conse-quently the type curve takes its asymptotic form. 2007 Elsevier Ltd. All rights reserved.

    Keywords: Ground water; Analytical solution; Pumping test; Unsteady flow; Laplace transform

    1. Introduction

    Pumping tests remain the standard method to evaluatethe hydrodynamic properties of subsurface material forwater-supply purposes. Aquifer response data from apumping test can be employed to estimate subsurface prop-erties using schemes based on analytical or numerical solu-tions to the appropriate flow conditions. This methodologyis founded on a series of assumptions required to reduce

    the complex natural system to a mathematically tractableone. The estimated hydraulic parameters can be erroneousif the configuration of the aquifer and the well is differentfrom the one assumed.

    Traditionally, pumping test analysis has been limited toapplications involving aquifers whose properties areassumed uniform in space. For example, wellbore storageacts to delay the transmission of fluid from the formationto the well. By ignoring wellbore storage and using theline-source approximation to analyze the results of an aqui-fer test, values of Twill be underestimated and values of Swill be overestimated (symbol definitions are given inNomenclature).

    0309-1708/$ - see front matter 2007 Elsevier Ltd. All rights reserved.

    doi:10.1016/j.advwatres.2007.09.001

    * Corresponding author. Tel.: +98 711 228 2380; fax: +98 711 228 0926.E-mail addresses: [email protected] (M. Pasandi), [email protected]

    (N. Samani), [email protected] (D.A. Barry).1 Tel.: +41 21 693 5576; fax: +41 21 693 5670.

    www.elsevier.com/locate/advwatres

    Available online at www.sciencedirect.com

    Advances in Water Resources 31 (2008) 383398

    mailto:[email protected]:[email protected]:[email protected]:[email protected]:[email protected]:[email protected]
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    Wellbore damage or improvement also influences theresults of interwell hydraulic tests. The term skin effect isused to describe the damage or improvement to the regionsurrounding the well that is caused by drilling practices.Wellbore skin effects can be examined mathematically intwo ways: (1) by assuming the skin to be infinitesimallythin, and (2) by assuming it to be of finite thickness [8].The effect of both wellbore storage and the skin regionon the results of pumping tests has long been investigatedin the petroleum industry [10,24,28] and in groundwater

    studies [5,13,1922,25,27]. These solutions account forwellbore storage and an infinitesimally thin skin in bothpumping and observation wells. The concept of an infini-tesimally thin skin is in certain circumstances realistic aswell as being a mathematically convenient means of linkingthe hydraulic head in the formation to the hydraulic headin the borehole. In such cases, the skin is assumed to haveno storativity. This assumption permits an estimate of theskin factor if the storage coefficient of the formation isknown. The effects of the infinitesimal skin tend to be indis-tinguishable from the effects of a decrease in the storagecoefficient in the analytical solution [14].

    Clearly, a more versatile treatment of wellbore skineffects is achieved using composite analytical models inwhich the skin region, like the formation region, has a finitethickness, permeability and storativity. This type of com-posite model was used by numerous authors[2,4,6,11,12,14,17,18,2933] for the analysis of confinedaquifers.

    Perina and Lee [23] have presented a general well func-tion for groundwater flow toward an extraction well par-tially penetrating a confined, leaky or unconfined aquifer.They have taken a non-uniform radial flux along the screenand a finite-thickness skin into account but they did notanalyze wellbore storage and finite-thickness skin effects

    on the flow to these kinds of aquifers. Moreover, they

    assumed that drainage from the zone above the water tableoccurs instantaneously in response to a decline in the eleva-tion of the water table [16]. Moench [15] presented aLaplace transform solution for the problem of flow to apartially penetrating well of finite diameter in a slightlycompressible phreatic aquifer. This solution allows theevaluation of both pumped well and observation piezome-ter data. It accounts for effects of wellbore storage and athin skin and also takes into account the non-instantaneousand instantaneous release of water from the unsaturated

    zone. Because the skin region is usually of finite thickness,development of a model is necessary for the problem of aphreatic aquifer in which the medium is represented bytwo regions of radial flow each with individual hydrody-namic properties and thickness.

    The following mathematical development is for the flowto a partially penetrating well in a phreatic aquifer wherethe influence of wellbore storage and a skin region of finitethickness are present. This model is similar to the solutionby Moench [15], with the exception of the finite thicknessskin. The solution is obtained in Laplace space andinverted numerically using the Stehfest method [26]. Thissolution can be used to investigate the effects of skin type,skin thickness, wellbore storage, partial penetration, non-instantaneous and instantaneous release of water fromthe unsaturated zone and distance to the observation pointon the drawdown distribution in a radial two-region phre-atic aquifer flow system. The major purpose of this paper isto demonstrate how this solution can be used to developinsight into pumping-induced flow in non-uniform aqui-fers. In other words, the emphasis is on the developmentof insight into how aquifer and well characteristics affectpumping-induced drawdown, so that field practitioners willhave a better idea of what to expect when working in nat-ural systems. A comparison to the case of infinitesimally

    thin skin [15] is made and the influence of the finite thick-

    Nomenclature

    r radial distance from the axis of pumping well, Lrw radius of the well, Lrc inside radius of the pumped well over the range

    of changing water levels during pumpage, Lrs radius of the skin, Lz vertical distance above the bottom, Lb initial saturated thickness of aquifer, Ld vertical distance from initial water table to top

    of well screen, Ll vertical distance from initial water table to bot-

    tom of well screen, Ls1 drawdown in the skin region, Ls2 drawdown in the formation region, Lsw drawdown in the pumping well, Lt time since start of pumping, TQ pumping rate, L3 T1

    Kr1, Kr2 hydraulic conductivity in the horizontal direc-tion, L T1

    Kz1, Kz2 hydraulic conductivity in the vertical direction,

    L T

    1

    Sy1, Sy2 specific yieldSs1, Ss2 specific storage, L

    1

    Cs1 Kr1Ss1 ;Cs2 Kr2Ss2 Hydraulic diffusivity, L2 T1

    a1, a2 empirical constant describing the drainage fromthe unsaturated zone, T1

    P Laplace transform variableI0(), K0(), I1(), K1() Modified Bessel functionsc Eulers constant (0.5772)

    Subscripts

    1,2 skin zone, formation

    384 M. Pasandi et al. / Advances in Water Resources 31 (2008) 383398

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    ness skin and its parameters on the results of pumping testswill also be investigated.

    2. Analytical solution

    The assumptions regarding the well and aquifer configu-

    rations for a radial two-region phreatic aquifer system asshown in Fig. 1 are [7,15,16]: (1) the aquifer is homogeneousand anisotropic, of infinite lateral extent, and with uniformthickness horizontally. (2) Vertical flow across the lowerboundary of the aquifer is negligible. (3) The well dischargesat a constant rate from a specified zone below an initiallyhorizontal water table. (4) The head within the well doesnot vary spatially. (5) The radial flux from the aquifer tothe well does not vary along the length of the screened sec-tion [9]. (6) The vertical flux from the aquifer through thebase of the well is negligible. (7) The porous medium andfluid are slightly compressible and have constant physicalproperties. (8) The initial hydraulic head is spatially uni-form. (9) The finite radius well is partially penetrating (10)In addition to the instantaneous elastic response of aquifercompression and water expansion, gravity drainage of thepores is considered. (11) The drawdown is considered smallcompared with the saturated thickness so that boundaryconditions appropriate for an initially horizontal water tablecan be imposed. (12) It is also assumed that the vertical fluxof water into the aquifer from the unsaturatedzone occurs ina manner that varies exponentially with time in response to astep decline in hydraulic head at the water table.

    Under these assumptions the governing equations forthe skin and formation regions are given in dimensional

    format as, respectively,

    o2s1

    or2 1

    r

    os1

    or KD1 o

    2s1

    oz2 1

    Cs1

    os1

    ot; rw 6 r6 rs; 1

    and

    o2s2

    or2 1

    r

    os2

    or KD2 o

    2s2

    oz2 1

    Cs2

    os2

    ot; rP rs; 2

    where the subscripts 1 and 2, respectively, denote the skinand formation regions; s is drawdown [L]; r is radial dis-tance from the well centerline [L]; rw is well radius [L]; rsis radial distance from the well centerline to the outer skinboundary [L]; t is time since the start of pumping [T];KD1 Kz1Kr1, KD2

    Kz2Kr2

    , Cs1 Kr1Ss1 and Cs2 Kr2Ss2

    where Kr andKz are the hydraulic conductivity in horizontal and verticalplane, respectively [L T1] and Ss is specific storage [L

    1].The phreatic surface is initially horizontal, with zero

    drawdown in both the skin and the formation,

    s1r;z; 0 s2r;z; 0 0; 3

    with the same condition for the drawdown in the well:swrw;z; 0 0: 4The head at infinity is fixed, so the boundary condition forthe formation zone is:

    s21;z; t 0: 5The boundary condition representing the extension of thecasing is [15]:

    os1

    or

    rrw

    0; z< b l; z> b d; 6

    where z, b, l and d are shown in Fig. 1. The continuity

    equation at the well face is approximated as [7,15]:

    Fig. 1. Schematic diagram of the well and the aquifer.

    M. Pasandi et al. / Advances in Water Resources 31 (2008) 383398 385

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    2prwl dKr1 os1or

    rrw

    Cdswdt

    Q; b l 6 z6 b d;

    7where l d is the length of the screen, C is the wellborestorage coefficient [L2], which accounts for the wellbore

    storage capacity, equal top

    r

    2

    c for open wells (rc is the radiusof the standpipe in the interval where water levels arechanging; rc may be different to the radius of the well). Inthis case, C is the cross-sectional area of the free surfacein the well. The fluid compressibility is neglected in thewellbore accumulation terms because volume changes due

    to liquid level dominate. The radial flow from the aquiferto the well at the sand face is assumed to be independentof vertical coordinate z and varies only with time [7,15].Q is the constant discharge rate [L3 T1], sw is the averagedrawdown in the wellbore. The no-flow boundary condi-

    tions at the bottom impervious boundary are:

    os1

    oz

    z0

    os2oz

    z0

    0: 8

    The conditions at the water table, which approximate therate of drainage per unit area from the unsaturated zonesof the two regions, are [15]:

    Kz1os1

    oz

    zb

    a1Sy1Zt

    0

    os1

    ot0ea1tt

    0 dt0; rw 6 r6 rs and

    9

    Kz2

    os2

    oz

    zb

    a2Sy2Z

    t

    0

    os2

    ot0ea2tt

    0 dt0; rP rs: 10

    The rate of exponential decline in the skin and formationregions is controlled by empirical relaxation coefficientsa1 and a2, respectively [1,15,22]. Sy1 and Sy2 are specificyields pertaining to the two regions.

    In order to ensure continuity of flow between the skinregion and the undisturbed formation, auxiliary conditionsat the skin-formation boundary rs must also be met. Con-tinuity between the well and the skin region is given by:

    swrw;z; t

    s1

    rw;z; t

    :

    11

    The drawdown is continuous at the interface between theskin zone and the undisturbed formation:

    s1rs;z; t s2rs;z; t; 12while there is also conservation of flux at this interface:

    Kr1

    os1

    rs;z; t

    or K

    r2

    os2

    rs;z; t

    or:

    13

    A solution to (1) and (2) with respect to the conditions (3)(13) can be found in the Laplace transform domain. Detailsof the solution are given in the Appendix. The results forthe dimensionless drawdowns in the Laplace domain fora partially penetrating well configuration are expressed as

    where Pis the Laplace variable, sD1, sD2 and swD are the La-place-domain solutions for the skin region, formation re-gion and the pumping well, respectively (all dimensionlessparameters in above and proceeding equations are definedin Table 1) and

    sD1 X1n0

    f1K0qn1rDw1 I0qn1rDw2CDPKrRI0qn1w1 CDPK0qn1w22cosen1d2 d1en1dD lD qn1f2K1qn1w1 qn1I1qn1w2

    ; 14

    sD2 X1

    n0

    q1K0

    qn2rD

    f1

    K0

    qn1rsD

    I1

    qn1rsD

    I0

    qn1rsD

    K1

    qn1rsD

    CDPKrRI0qn1w1 CDPK0qn1w22cosen1d2 d1en1dD lD qn1f2K1qn1w1 qn1I1qn1w2 15and

    swD X1n0

    f1K0qn1rwDw1 I0qn1rwDw2CDPKrRI0qn1w1 CDPK0qn1w22cosen1d2 d1en1dD lD qn1f2K1qn1w1 qn1I1qn1w2

    ; 16

    Table 1Dimensionless variables

    rD r/rwrwD rw/brsD rs/rwzD

    zb

    dDdb

    lDlb

    sD14pbKr2s1

    Q

    sD24pbKr2s2

    Q

    swD4pbKr2sw

    Q

    tDtCs2r2w

    KD1Kz1

    Kr1

    KD2Kz2Kr2

    CsRCs2Cs1

    KrR,KzRKr2Kr1

    ;Kz2Kz1

    CDC

    2pr2wldSs2

    c1a1bSy1Kz1

    c2a2bSy2Kz2

    bw1 KD1r2wD

    bw2 KD2r2wD

    b1 bw1r2D

    b2 bw2r2D

    r1Ss1bSy1

    r2Ss2bS

    y2

    386 M. Pasandi et al. / Advances in Water Resources 31 (2008) 383398

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    f1 4KrR cosen1zDfcosen1sinen1dD sinen1lD sinen1cosen1lD cosen1dDg=PdD lD; 17

    f2 en1 sinen1 cosen1; 18w1 qn1K0qn2rsDI1qn1rsD KrRqn2K1qn2rsDI0qn1rsD;

    19

    w2 qn1K0qn2rsDK1qn1rsD KrRqn2K1qn2rsDK0qn1rsD;

    20d1 sin2en1dD sin2en1lD=2 and 21

    d2 sinen1 cos2en1dD cos2en1lD2

    !

    cosen1 sin2en1lD sin2en1dD2

    !: 22

    For a fully penetrating well the foregoing equations reduceto:

    where

    n1 qn1K1qn1 CDPKrRK0qn1; 26n2 qn1I1qn1 CDPKrRI0qn1; 27qn1 bw1e2n1 CsRP1=2 and 28qn2 bw2e2n2 P1=2 29

    en1 and en2 are the roots of, respectively:

    en1 tanen1 PCsRr1bw1 Pc1

    and 30

    en2 tanen2 Pr2bw2 Pc2

    ; 31

    where K0, K1, I0 and I1 are modified Bessel functions.

    3. Early time drawdown approximation

    Drawdown in phreatic aquifers commonly shows athree-stage profile, i.e., an early, an intermediate and a latestage. The short time approximation of drawdown is brieflysummarized below.

    The dimensionless time is inversely proportional to theLaplace transform parameter P and small t corresponds

    to large values of P. For this en1 and en2 approach (n 1/2)p, qn1 and qn2 approach (CsRP)

    1/2 and (P)1/2, respectively,and sin(en1) can be approximated by (1)n1. Then sD2given by (24) reduces to

    sD1 X1n0

    4KrR sinen1 cosen1zDK0qn1rDw1 I0qn1rDw2Pf2n2w2 n1w1

    ; 23

    sD2 X1n0

    4KrRqn1 sinen1 cosen1zDK0qn2rDK0qn1rsDI1qn1rsD I0qn1rsDK1qn1rsDPf2n2w2 n1w1

    24

    and

    swD X1n0

    4KrR sinen1 cosen1zDK0qn1rwDw1 I0qn1rwDw2Pf2n2w2 n1w1

    ; 25

    sD2 4KrrR ffiffiffiffiffiffiffiffiffiffiCsRP

    pK0 ffiffiffiP

    prD K0 ffiffiffiffiffiffiffiffiffiffiCsRP

    prsD I1 ffiffiffiffiffiffiffiffiffiffiCsRP

    prsD

    I0 ffiffiffiffiffiffiffiffiffiffiCsRPp

    rsD K1 ffiffiffiffiffiffiffiffiffiffiCsRPp

    rsD Pn2w2 n1w1 X

    1

    n0 1

    n1 cos

    n

    0:5

    pzD

    n 0:5p ;32

    where

    n1 ffiffiffiffiffiffiffiffiffiffiCsRP

    pK1

    ffiffiffiffiffiffiffiffiffiffiCsRP

    p CDPKrRK0

    ffiffiffiffiffiffiffiffiffiffiCsRP

    p ; 33

    n2 ffiffiffiffiffiffiffiffiffiffiCsRP

    pI1

    ffiffiffiffiffiffiffiffiffiffiCsRP

    p CDPKrRI0

    ffiffiffiffiffiffiffiffiffiffiCsRP

    p ; 34

    w1 ffiffiffiffiffiffiffiffiffiffiCsRP

    pK0

    ffiffiffiP

    prsD

    I1

    ffiffiffiffiffiffiffiffiffiffiCsRP

    prsD

    ffiffiffiP

    pKrRK1

    ffiffiffiP

    prsD

    I0

    ffiffiffiffiffiffiffiffiffiffiCsRP

    prsD

    and 35

    w2 ffiffiffiffiffiffiffiffiffiffiCsRP

    pK0

    ffiffiffiP

    prsD

    K1

    ffiffiffiffiffiffiffiffiffiffiCsRP

    prsD

    ffiffiffiP

    pKrRK0

    ffiffiffiffiffiffiffiffiffiffiCsRP

    prsD

    K1

    ffiffiffiP

    prsD

    : 36

    M. Pasandi et al. / Advances in Water Resources 31 (2008) 383398 387

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    The summation term in (32) can be calculated by using thefollowing relation [3]:

    X1n0

    1n1 cosn 0:5pzDn 0:5p

    12

    0 6 zD 6 1

    0 zD 1

    &: 37

    For a large argument z, I0(z)

    !I1(z)

    !ez/(2pz)1/2, and

    K0(z) ! K1(z) ! (2pz)1/2ez with this approximation, sD2can be represented by the following formula

    sD2 4

    ffiffiffiffiffiffiffiCsR

    pexp ffiffiffiPp rD rsD ffiffiffiffiffiffiffiCsRp rsD ffiffiffiffiffiffiffiCsRp

    CDP2 ffiffiffiffiffirDp KrR ffiffiffiffiffiffiffiCsRp

    for rsD > 1 38

    sD2 2exp rD 1

    ffiffiffiP

    p CDP

    2ffiffiffiffiffiffiffiffiffiffiffiffiffi2 rD

    p for rsD 1 39

    By performing Laplace inversion the following closed formequations are obtained:

    sD2 4 ffiffiffiffiffiffiffiCsRp erfc 1

    2ffitprD

    rsD

    ffiffiffiffiffiffiffiCsRp

    rsD ffiffiffiffiffiffiffiCsRp h i

    CDffiffiffiffiffirD

    pKrR

    ffiffiffiffiffiffiffiCsR

    p for rsD > 1 40

    sD2 2erfc rD1

    2ffit

    p

    CDffiffiffiffiffiffiffiffiffiffiffiffiffi

    2 rDp for rsD 1 41

    4. Late time drawdown approximation

    Large t corresponds to small values of P. In this limit,

    e01 and e02 approach ffiffiffiffiffiffiffiffiffiffiffiffiffiPCsRr1bw1q and ffiffiffiffiffiffiffiffiffiPr2bw2q , q01 and q02approach P

    CsRr1 CsRP

    1=2

    and Pr2

    P

    1=2, respectively,

    and sin(e01) can be approximated by e01. For n > 0, en1and en2 approach np and

    ffiffiffiffiffiffiffiffiffiP

    r2bw2

    qrespectively, qn1 and qn2

    approach en1ffiffiffiffiffiffiffibw1

    pand en2

    ffiffiffiffiffiffiffibw2

    p, respectively, and sin(en1)

    and cos(en1) can be approximated by1nP

    en1CsRr1bw1and (1)n,

    respectively. Then sD2 given by (24) reduces to

    where

    n01 q01K1q01 CDPKrRK0q01; 43n02 q01I1q01 CDPKrRI0q01; 44w01 q01K0q02rsDI1q01rsD q02KrRK1q02rsDI0q01rsD;

    45w02 q01K0q02rsDK1q01rsD q02KrRK0q01rsDK1q02rsD;

    46

    nn1 npffiffiffiffiffiffiffibw1

    pK1np

    ffiffiffiffiffiffiffibw1

    p CDPKrRK0np

    ffiffiffiffiffiffiffibw1

    p; 47

    nn2 npffiffiffiffiffiffiffibw1

    pI1np

    ffiffiffiffiffiffiffibw1

    p CDPKrRI0np

    ffiffiffiffiffiffiffibw1

    pand 48

    wn1 npffiffiffiffiffiffiffibw1

    pK0np

    ffiffiffiffiffiffiffibw2

    prsDI1np

    ffiffiffiffiffiffiffibw1

    prsD

    npffiffiffiffiffiffiffibw2

    pKrRK1np

    ffiffiffiffiffiffiffibw2

    prsDI0np

    ffiffiffiffiffiffiffibw1

    prsD: 49

    As P is small, the summation term in (38) is negligiblysmall relative to the first term and the late time drawdownsolution can appropriately be described with first term.

    For a small argument z, I0(z) ! 1, I1(z) ! z/2,K0(z) ! ln(z), K1(z) ! 1/z and, after the establishmentof late time radial flow field, sD2 can be approximated bythe following formula

    sD2 2 ln

    ffiffiffiffiffiffiffiffiffiffiffiffiPr2

    Pq

    rD

    P

    : 50

    By performing Laplace inversion the following closed formequation is obtained:

    sD2 lnt c 2 lnffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi1 r2

    r2rD

    s" #51

    or

    sD2 ln 1:78tr21 r2r2D

    !52

    where c = Eulers constant (0.5772). The early time solu-tion (Eq. (40)) and the late time solution (Eq. (52)) arecompared graphically with the overall response of the phre-atic aquifer in the presence of wellbore storage and finitethickness skin (Eq. (24)) in Fig. 3. As can be observed,

    for tD=r2D P 3 10

    4

    Eq. (47) approximates Eq. (24) andthe corresponding curves coincide with each other.

    5. Results and discussion

    To illustrate the effect of the finite thickness skin on theaquifer response, some typical type curves (dimensionlessdrawdown versus dimensionless time) are plotted using

    realistic aquifer parameters following Moench [15] (rc =rw = 0.1 m, b = l= 25 m, d= 0 (full penetration), Kr2 =Kz2 = 10

    4 m s1, Sy1 = Sy2 = 0.25, Ss1 = Ss2 = 2 106

    m1, c ! 1). The influence of skin type, skin thickness,and the contrast of skin hydraulic conductivity relative tothe formation hydraulic conductivity, partial penetration,and observation point on expected field results are investi-

    gated by generating the type curves in a manner similar to

    sD2 2KrRP

    q01K0q02rDK0q01rsDI1q01rsD I0q01rsDK1q01rsDn02w02

    n01w01&

    2Pffiffiffiffiffiffiffibw1

    pCsRr1bw1

    X1n1

    1n cosnpzDK0qn2rDK0qn1rsDI1qn1rsD I0qn1rsDK1qn1rsDnpnn2wn2 nn1wn1

    ); 42

    388 M. Pasandi et al. / Advances in Water Resources 31 (2008) 383398

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    Novakowski [17]. These type curves may be employed toevaluate the effects of the individual or combination ofparameters identical to the field situation.

    For the purpose of validating the solution, theoreticalresponses produced for the case of an infinitesimally thinskin, due to Moench [15], are compared with the solution

    developed here for the finite thickness skin case (Eq.(24)). The comparison is made between these two solutionsfor various values ofCD from 10

    2 to 106, at rD = 100, whilethe skin region is thin (rsD = 1.1). Differences are not dis-cernable in the plotted curves (Fig. 2). This comparisonsuggests that the solution is correct and that the approxi-

    mation for an infinitesimally thin skin can be used to ana-lyze pumping test results where the skin thickness is verysmall relative to the radial distance to the observation well.Fig. 3 demonstrates the early time (Eq. (32)) and the latetime (Eq. (47)) approximations of Eq. (24). Note that cor-responding curves coincide with each other.

    We next investigate pumping tests taking into accountthe influence of a finite thickness skin and wellbore storageeffects. A set of type curves were produced with fixeddimensionless parameter values of KrR = KzR = 100,rD = 100, and rsD = 10 for five successively larger valuesof CD in the range 1010

    5. This arrangement is equivalent

    10-1

    100

    101

    102

    103

    104

    105

    106

    107

    108

    10-3

    10-2

    10-1

    100

    101

    102

    tD/r

    D2

    sD2

    Finite Thickness Skin,CD

    =102

    Finite Thickness Skin,CD

    =103

    Finite Thickness Skin,CD

    =104

    Finite Thickness Skin,CD

    =105

    Finite Thickness Skin,CD

    =106

    Infinitesimally Thin Skin, CD

    =102

    Infinitesimally Thin Skin, CD

    =103

    Infinitesimally Thin Skin, CD

    =104

    Infinitesimally Thin Skin, CD

    =105

    Infinitesimally Thin Skin, CD

    =106

    Fig. 2. Comparison of the solution accounting for wellbore storage and infinitesimally thin skin to the solution developed here for the finite thickness skin.In this case rsD = 1.1, KrR and KzR = 100, rD = 100, with CD ranging from 10

    2 to 106.

    10-1

    100

    101

    102

    103

    104

    105

    106

    107

    108

    109

    10-3

    10-2

    10-1

    10

    0

    101

    102

    tD/r

    D

    2

    sD2

    CD

    =103

    CD=10

    5

    Early Time, CD

    =103

    Early Time, CD

    =105

    Late Time, CD

    =103

    Late Time, CD

    =105

    Fig. 3. Comparison of the derived general solution with the early and late time approximations.

    M. Pasandi et al. / Advances in Water Resources 31 (2008) 383398 389

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    to a field setting in which an observation well is 10 m awayfrom a pumping well of 0.1 m radius whose skin region is 1-m thick and has a hydraulic conductivity two orders ofmagnitude less than that of the formation region. The gen-erated curves are compared with the type curves for aninfinitesimally thin skin with rsD = 1.1 or rs = 0.11 m

    (Fig. 4). As can be seen, the skin effects are apparent forthe early time segment of the type curves. The effects ofincreasing skin thickness act to delay the early time draw-down at the observation well. Accurate early time data

    are needed to characterize the finite thickness skin region.Further, contrary to the confined aquifer [17], the infinites-imally thin skin solution does not approximate the finitethickness solution even in the presence of large wellborestorage.

    To examine the phreatic aquifer response to pumping

    from wells with negative or positive skin, type curvesshown in Fig. 5 were generated for KrR = KzR ranging from104 to 104 at fixed values of CD = 10

    4, rD = 100, andrsD = 10. KrR = KzR values of 10

    4 to 1 specify positive skin

    10-1

    100

    101

    102

    103

    104

    105

    106

    107

    108

    109

    10-4

    10-3

    10-2

    10-1

    100

    101

    102

    tD/r

    D

    2

    sD2

    Finite Thickness Skin, CD

    =10

    Finite Thickness Skin, CD

    =102

    Finite Thickness Skin, CD

    =103

    Finite Thickness Skin, CD

    =104

    Finite Thickness Skin, CD

    =105

    Infiniesimally Thin Skin , CD

    =10

    Infiniesimally Thin Skin , CD

    =102

    Infiniesimally Thin Skin , CD

    =103

    Infiniesimally Thin Skin , CD

    =104

    Infiniesimally Thin Skin , CD

    =105

    Fig. 4. Comparison of the solution accounting for wellbore storage and infinitesimally thin skin to the solution developed for the finite thickness skin (KrR,KzR = 100 for CD ranging from 10 to 10

    5, rD = 100, rsD = 10).

    10-2

    10-1

    100

    101

    102

    103

    104

    105

    106

    107

    10-4

    10-3

    10-2

    10-1

    100

    101

    tD/r

    D

    2

    sD2

    KrR

    =10-3

    KrR=10

    -2

    KrR

    =10-1

    KrR

    =100

    KrR

    =101

    KrR

    =102

    KrR

    =103

    KrR

    =104

    Fig. 5. Type curves developed for the finite thickness skin with various conductivity contrasts between skin and formation (CD = 104, rD = 100 and

    rsD = 10, KrR and KzR range from 10

    3 to 104).

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    or low permeable skin region relative to the formationregion, while values less than 1 define the negative skinor high permeable skin region relative to the formationregion. In Fig. 5 two sets of curves are distinguished. Oneset representing the positive skin and another depictingthe negative skin. The effects of positive skin are reflectedin the early time segment of the type curves. When an aqui-fer has a positive skin and is subjected to pumping, thereplenishment from the formation is slower so that for suc-cessively larger values of KrR = KzR from 1 to 10

    4 thecurves are shifted progressively one order of magnitudeto the right along the tD=r

    2D axis. At the intermediate and

    late time segment of curves, the positive skin effects disap-

    pear as all curves coincide and follow the same trend along

    a common asymptote. In the second set of curves the effectsof negative skin are hardly reflected on the early time seg-ment of curves and the position of type curves is ratherinsensitive to the negative skin. Similar behavior wasobserved for the case of a confined aquifer [17]. But in con-trast to the positive skin, the intermediate and late time seg-ments of the curves, although they follow similar trends,are sharply separated and are highly sensitive to the nega-tive skin. The higher the permeability contrast the higherthe separation will be. This behavior is because of the lar-ger permeability and faster replenishment from the forma-tion and also greater effect of delayed drainage.

    To explore the phreatic aquifer response to pumping

    from a well of negative skin of various thicknesses, the

    10-2

    10-1

    100

    101

    102

    103

    104

    105

    106

    107

    108

    10-3

    10-2

    10-1

    100

    101

    102

    tD/r

    D

    2

    sD2

    rsD

    =1.1, CD

    =0

    rsD

    =1.1, CD

    =104

    rsD

    =10, CD

    =0

    rsD

    =10, CD

    =104

    rsD

    =30, CD=0

    rsD

    =30, CD

    =104

    Fig. 6a. Type curves developed for the finite negative skin of different thicknesses ( CD = 0 and 104, rD = 100 and, KrR, KzR = 103, rsD = 1.1, 10, 30).

    10-1

    100

    101

    102

    103

    104

    105

    106

    107

    108

    10-1

    100

    101

    102

    tD/r

    D

    2

    sD2

    rsD

    =1.1, CD

    =0

    rsD

    =1.1, CD

    =104

    rsD

    =10, CD

    =0

    rsD

    =10, CD

    =104

    rsD

    =30, CD

    =0

    rsD=30, C

    D=10

    4

    Fig. 6b. Type curves developed for the finite positive skin of different thicknesses (CD = 0 and 104, rD equals 100 and, KrR, KzR 10

    3, rsD of 1.1, 10, 30).

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    dimensionless timedrawdown curves illustrated in Fig. 6awere produced for KrR = KzR = 10

    3, CD = 0 and 104,

    rD = 100 and rsD = 1.1, 10 and 30. While the increase inthe wellbore storage shifts the curves to the right less thanan order of magnitude as in Fig. 4 and similarly to the con-fined aquifer [17], the early time segment of the type curvesis quite insensitive to the thickness of the negative skin at afixed value ofCD. However, the results for the intermediateand late time segments show differences. At larger CD thenegative skin advances the rate of drawdown at a ratherdifferent slope than the case for the smaller CD and the dif-ference between the timedrawdown curves is more evi-

    dent. The influence of gradual variation in rsD causes a

    sharp variation in the intermediate responses. The thickerthe negative skin the lower the intermediate and late timedrawdown will be. Seemingly, the thicker the negative skinthe longer the delayed drainage will persist. This pointemphasizes the importance to well development operationsin the improvement of permeability contrast in the skinregion to enhance the well efficiency. The increase in slopeof curves at tD=r

    2D > 10

    7 is due to the low permeabilityaquifer region relative to high permeable skin, the formertending to behave as a barrier flow boundary.

    Fig. 6b is plotted with the same parameter values asFig. 6a except that the skin is positive with KrR =

    KzR = 103. As can be observed, only the early time segment

    10-1

    100

    101

    102

    103

    104

    105

    106

    107

    108

    10-2

    10-1

    100

    101

    102

    tD/rD

    2

    sD2

    CD

    =0, rD

    =100

    CD

    =104, rD

    =100

    CD

    =0, rD

    =300

    CD

    =104, r

    D=300

    CD

    =0, rD

    =500

    CD

    =104, r

    D=500

    CD

    =0, rD

    =1000

    CD

    =104, r

    D=1000

    CD

    =0, rD

    =2000

    CD

    =104, r

    D=2000

    Fig. 7a. Type curves for the positive skin at different observation points (rD = 100, 300, 500, 1000 and 2000, rsD = 10, CD = 0 and 104, KrR, KzR = 103).

    10-2

    10-1

    100

    101

    102

    103

    104

    105

    106

    107

    10-4

    10-3

    10-2

    10-1

    100

    101

    tD/r

    D

    2

    sD2

    CD

    =0, rD

    =100

    CD

    =104, r

    D=100

    CD

    =0, rD

    =300

    CD=10

    4

    , rD=300

    CD

    =0, rD

    =500

    CD

    =104, r

    D=500

    CD

    =0, rD

    =1000

    CD

    =104, r

    D=1000

    CD

    =0, rD

    =2000

    CD

    =104, r

    D=2000

    Fig. 7b. Type curves for the negative skin at different observation points (rD = 100, 300, 500, 1000 and 2000, rsD = 10, CD = 0 and 104, KrR, KzR = 10

    3).

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    of the drawdown curve is affected by the thickness of posi-tive skin and its role is to move the curves to the right. Thedisplacement is over two orders of magnitude for thedimensionless skin thickness of 1.130. Note also thatagain the wellbore storage moves the curves further tothe right with flatter slopes and tends to mask the interme-diate drawdown or the effect of delayed yield, particularlyfor the thicker skin. Moreover, for larger wellbore storagethe curves are less sensitive to the variations of skinthickness.

    To test the influence of positive and negative finite thick-

    nesses skin on the response of the aquifer at various obser-

    vation points away from the pumped well, e.g., rD from 100to 2000, type curves for CD values of 0 and 10

    5 andrsD = 10 are presented in Fig. 7. As for the confined aquifer[17] the influence of the positive finite thickness skin can beidentified in a fairly wide range of radial distances from thepumping well. All type curves move towards a commonasymptote at large tD=r

    2D (Fig. 7a). However, the early

    and intermediate drawdowns reduce at larger rD so thatthe effect of the finite skin is diminished. In other wordsbecause of extended cone of depression, at large rD thedelayed drainage takes place in an extended area of the for-

    mation region and the rate of drawdown decreases. At

    10-1

    100

    101

    102

    103

    104

    10-1

    100

    101

    102

    tD

    sD2

    lD

    =0.2

    lD

    =0.4

    lD

    =0.6

    lD

    =0.8

    lD

    =1

    Theis

    Fig. 8a. The effect of partial penetration for a well of infinitesimal diameter without skin effect based on Neuman [16] (rD = 25, zD = 0, r1 = r2 = 102,

    b1 = b2 = 103, dD = 0, KrR, KzR = 1, KD1 = KD2 = 0.1).

    10-1

    100

    101

    102

    103

    104

    105

    106

    10-2

    10-1

    100

    101

    102

    tD

    s

    D2

    lD

    =0.2, CD

    =0

    lD

    =0.2, CD

    =104

    lD

    =0.4, CD

    =0

    lD

    =0.4, CD

    =104

    lD

    =0.6, CD

    =0

    lD

    =0.6, CD

    =104

    lD

    =0.8, CD

    =0

    lD

    =0.8, CD

    =104

    lD

    =1, CD

    =0

    lD

    =1, CD

    =104

    Theis

    Fig. 8b. The effect of partial penetration for positive skin (rD = 25, rsD = 10, zD = 0, r1 = r2 = 102, b1 = b2 = 10

    3, dD = 0, CD = 0 and 104,

    KD1 = KD2 = 0.1, KrR, KzR = 103).

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    rD = 2000 the early and intermediate drawdown becomesso small that the corresponding type curve reaches itsasymptotic behavior.

    In the case of negative skin (Fig. 7b), the permeable skin(in contrast to aquifer permeability) results display the typ-ical behavior of a phreatic aquifer. The less permeable for-mation region acts the same as a barrier to flow andincreases the rate of dimensionless drawdown (fromtD=r

    2D 102 to tD=r2D 105). The influence of the formation

    region gradually gets more distinct at farther observationpoints, i.e., from rD = 100 to 2000. Also note that while

    in Fig. 7a the effect of wellbore storage is well distin-

    guished, in Fig. 7b it is almost masked by the negative skinas demonstrated already in Fig. 5.

    Fig. 4 of Neuman [16] is regenerated by our solution(Fig. 8a). This figure illustrates the effects of partial pene-tration for a phreatic aquifer pumped by a well havingno wellbore storage and skin. It is observed that as the wellpenetrates nearer to the point of observation, an earlierresponse is observed and the drawdown is greater. Neuman[16] argues that as the depth of penetration (penetrationratio) decreases the importance of gravity effects increases.This increase is of course expected because gravity associ-

    ated with the vertical component of the flow velocity vector

    10-2

    10-1

    100

    101

    102

    103

    104

    105

    106

    10-3

    10-2

    10-1

    100

    101

    102

    tD

    sD2

    lD

    =0.2, CD

    =0

    lD

    =0.2, CD

    =104

    lD

    =0.4, CD

    =0

    lD

    =0.4, CD

    =104

    lD

    =0.6, CD

    =0

    lD

    =0.6, CD

    =104

    lD

    =0.8, CD

    =0

    lD

    =0.8, CD

    =104

    lD

    =1, CD

    =0

    lD

    =1, CD

    =104

    Theis

    Fig. 8c. The effect of partial penetration for negative skin (rD = 25, rsD = 10, zD = 0, r1 = r2 = 102, b1 = b2 = 10

    3, dD = 0, CD = 0 and 104,

    KD1 = KD2 = 0.1, KrR, KzR = 103).

    10-1

    100

    101

    102

    103

    104

    105

    106

    107

    108

    10-2

    10-1

    100

    101

    102

    tD/r

    D

    2

    sD2

    Delay Index=0.01, CD=0

    Delay Index=0.01, CD

    =104

    Delay Index=0.0001, CD

    =0

    Delay Index=0.0001, CD

    =104

    Delay Index=0.000001, CD

    =0

    Delay Index=0.000001, CD

    =104

    Fig. 9a. The effect of delayed drainage for positive skin (rD = 100, rsD = 10, CD = 0 and 104, KrR, KzR = 10

    3).

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    becomes more important when the depth of penetration issmall.

    To study the effects of partial penetration on theresponse of the phreatic aquifer pumped by a well of finitethickness skin, type curves shown in Figs. 8b and 8c areplotted for different values of penetration ratios (ld). Forthe purpose of comparison Figs. 8b and 8c are generatedfor some parameter values as Fig. 4 in [16], these arer1 = r2 = 10

    2, b1 = b2 = 103, dD = 0, KD1 = KD2 = 0.1

    and the observation point is located at rD = 25 andzD = 0. In these generations wellbore storage and posi-tive/negative skin effect are taken into account. In the caseof both positive and negative skins, also a decrease in thepenetration ratio causes lower drawdown in the aquifer.In comparison to Fig. 8a, Figs. 8b and 8c demonstratethe same results and indicate that with the presence ofeither positive or negative skin, the penetration ratio hasthe same effects on the response of phreatic aquifer whenCD = 0, i.e., its decrease delays and decreases the overalldrawdown. Fig. 8b further demonstrates that wellborestorage CD = 10

    4 delays and decreases the early time draw-down (as expected). However, in contrast to the abovearguments, the drawdown decreases as the penetrationratio increases from 0.2 to 0.6 for the case of a positiveskin. In other words the gravity flow loses its role indecreasing the drawdown. For the penetration ratio greaterthan 0.6 the drawdown increases because the depth of pen-etration is close to the observation point. Note that theabove range of penetration ratio values for the negativeskin is 0.20.8 (Fig. 8c).

    For the type curves presented so far, it was assumed thatthe release of water from the unsaturated zone is instanta-neous (delay index a ! 1). Figs. 9a and 9b are plotted tocompare the response of the phreatic aquifer pumped by a

    well of finite thickness skin for various values ofa ranging

    from 102 to 106 for the negative and positive skin,respectively. Higher values ofa both for negative and posi-tive skin reduce the early and intermediate drawdowns andthe persistence of the intermediate drawdown is increased.The effect for the negative skin is more pronounced. Againthe wellbore storage delays and reduces the drawdown asexpected.

    6. Conclusions

    A mathematical model is developed for describing theground water flow in phreatic aquifers with two regions ofradial flow in response to a constant rate pumping test.The model incorporates the effects of partial penetration,well storage, anisotropy, finite radius well skin and non-instantaneous release of water from the unsaturated zone.The solution is first derived using Laplace transforms.Time-domain solutions of dimensionless drawdowntime-time curves were then obtained from the numerical inversionof the Laplace transforms. This solution can be used either topredict the drawdown or to investigate the effects of the well-bore storage, skin type, skin thickness, and the permeabilitycontrast between skin and formation region on drawdowndistribution at the pumping well as well as any observationpoint in the skin and formation regions. The interpretationof the type curves leads to the following conclusions:

    The infinitesimally thin skin solution developed byMoench [15] can approximate the developed finite thick-ness skin solution where the skin region is thin. Whenthe skin region is thick the infinitesimally thin skin solu-tion can never approximate the developed finite skinsolution even for large wellbore storage.

    The positive skin effects are reflected in the early time

    results and disappear in the intermediate and late time

    10-2

    10-1

    100

    101

    102

    103

    104

    105

    106

    107

    108

    10-3

    10-2

    10-1

    100

    101

    102

    tD/r

    D

    2

    sD2

    Delay Index=0.01, CD

    =0

    Delay Index=0.01, CD

    =104

    Delay Index=0.0001, CD

    =0

    Delay Index=0.0001, CD

    =104

    Delay Index=0.000001, CD

    =0

    Delay Index=0.000001, CD

    =104

    Fig. 9b. The effect of delayed drainage for negative skin (rD = 100, rsD = 10, CD = 0 and 104, KrR, KzR of 10

    3).

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    aquifer responses. The negative skin effects are howeverdisguised at the early time and manifested at the inter-mediate and late time aquifer responses. In general thehigher the permeability contrast between skin and for-mation the higher the deviation from the uniformsolution.

    The thick negative skin lowers the overall drawdown inthe aquifer and causes the delayed drainage to persistlonger. This highlights the importance of well develop-ment operations. The timedrawdown curve of an aqui-fer pumped by a well of thick negative skin shows thetypical behavior of a phreatic aquifer affected by a bar-rier flow boundary. The thicker the skin the sharper theeffect of the boundary. In general the negative skin tendsto disguise the wellbore storage effect. The thick positiveskin delays the early time drawdown and shortens theintermediate time response.

    The observation point distance from the pumping wellwith finite skin has a pronounced effect on the time

    drawdown curves. For the negative skin the formationregion acts as a barrier flow boundary. At distant obser-vation points the effects of a positive skin are too smallto be reflected on the early and intermediate aquiferresponses and the type curve takes its asymptotic form.

    Partial penetration decreases the drawdown in the caseof both positive and negative skin; however this effectmay be reversed in the presence of wellbore storagefor some particular range of penetration ratio.

    An increase in delayed drainage for negative and posi-tive skin reduces the early and intermediate drawdownsand causes an increased persistence of intermediate

    drawdown. This effect is more pronounced for the neg-ative skin.

    Acknowledgement

    Financial support provided by the Ministry of Science,Research and Technology of Iran, Shiraz University andEPFL, Switzerland for the first author are acknowledged.

    Appendix. Analytical solution

    The governing equations in dimensionless format are

    o2

    sD1or2D

    1rD

    osD1orD

    bw1 o2

    sD1oz2D

    CsR osD1otD

    ; 1 6 rD 6 rsD;

    A1o

    2sD2

    or2D 1

    rD

    osD2

    orD bw2

    o2sD2

    oz2D osD2

    otD; rD P rsD: A2

    For the definition of the dimensionless parameters refer toTable 1. The associated dimensionless inner and outerboundary conditions are given by

    sD1rD;zD; 0 sD2rD;zD; 0 0; A3swDrwD;zD; 0 0; A4

    sD21;zD; tD 0; A5

    osD1

    orD

    rD1

    0; zD < 1 lD;zD > 1 dD; A6

    osD1

    orD

    rD1

    KrR CD dswDdtD

    2lD dD

    ;

    1 lD 6 zD 6 1 dD; A7osD1

    ozD

    zD0

    osD2ozD

    zD0

    0; A8

    osD1

    ozD

    zD1

    c1ZtD

    0

    osD1

    ot0DeCsRc1r1bw1tDt

    0D

    dt0D;

    1 6 rD 6 rsD; A9osD2

    ozD

    zD1

    c2ZtD

    0

    osD2

    ot0Dec2r2bw2tDt

    0D

    dt0D;

    rD P rsD; A10swD1;zD; tD sD11;zD; tD; A11sD

    1r

    sD;zD; tD

    sD

    2r

    sD;zD; tD

    and

    A12

    osD1rsD;zD; tD

    orD KrR osD2rsD;zD; tD

    orD: A13

    The solution for the dimensionless drawdowns in both theskin and formation zones can be obtained by taking La-place transforms of Eqs. (A1)(A3).

    o2sD1

    or2D 1rD

    osD1

    orD bw1

    o2sD1

    oz2D CsRPsD1; 1 6 rD 6 rsD;

    A14o

    2sD2

    or2D 1rD

    osD2

    orD bw2

    o2sD2

    oz2D PsD2; rD P rsD; A15

    sD21;zD;P 0; A16osD1

    orD

    rD1

    0; for zD < 1 lD;zD > 1 dD; A17dsD1drD

    rD1

    KrR CDPswD 2PlD dD

    ; 1 lD 6 zD 6 1 dD;

    A18osD1

    ozD

    zD0

    osD2ozD

    zD0

    0; A19osD1

    ozD

    zD1

    PsD1CsRr1bw1 Pc1

    ; 1 6 rD 6 rsD; A20

    osD2

    ozDzD1

    PsD2

    r2bw2 Pc2 ; rD P rsD; A21

    swD1;zD;P sD11;zD;P; A22sD1rsD;zD;P sD2rsD;zD;P and A23osD1rsD;zD;P

    orD KrR osD2rsD;zD;P

    orD: A24

    Solutions to (A14) and (A15) that satisfy (A19)(A21) are

    sD1 X1n0

    fn1rD;P cosen1zD and A25

    sD2

    X1

    n0

    fn2

    rD;P

    cos

    en2zD

    ;

    A26

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    where en1 and en2 are the roots of

    en1 tanen1 PCsRr1bw1 Pc1

    and en2 tanen2

    Pr2bw2 Pc2

    : A27

    Substitution of (A25) and (A26) into (A14) and (A15)yields

    X1n0

    &o

    2fn1rD;Por2D

    1rD

    ofn1rD;PorD

    :

    bw1e2n1 CsRPfn1rD;P'

    cosen1zD 0 and A28X1n0

    o

    2fn2rD;Por2D

    1rD

    ofn2rD;PorD

    :

    bw2e2n2 Pfn2rD;P!cosen2zD 0: A29

    Hence fn1 and fn2 must satisfy

    o2fn1rD;P

    or2D 1

    rD

    ofn1rD;PorD

    bw1e2n1 CsRPfn1rD;P 0 and A30o

    2fn2rD;Por2D

    1rD

    ofn2rD;PorD

    bw2e2n2 Pfn2rD;P 0: A31The general solution of (A30) is

    fn1rD;P gnPK0qn1rD wnPI0qn1rD A32and because of (A16), the general solution of (A30) is

    fn2rD;P unPK0qn2rD: A33Substitution of (A32) and (A33) to (A25) and (A26) yields

    sD1 X1n0

    gnPK0qn1rD

    wnPI0qn1rD cosen1zD and A34

    sD2 X1n0

    unPK0qn2rD cosen2zD; A35

    where qn1 bw1e2n1 CsRP1=2, qn2 bw2e2n2 P1=2 and K0and I0 are the zero-order modified Bessel functions of thesecond and first kind, respectively, and gn, wn and un arecoefficients to be determined.

    If the boundary condition (A23) is employed

    gnPK0qn1rsD wnPI0qn1rsD cosen1zD unPK0qn2rsD cosen2zD: A36

    Boundary condition (A24) gives

    wnPqn1I1qn1rsD gnPqn1K1qn1rsD cosen1zD KrRunPqn2K1qn2rsD cosen2zD: A37

    Substituting (A34) into (A18) and letting the substitution

    ofswD based on (A22) yields

    X1n0

    wnPqn1I1qn1 gnPqn1K1qn1 cosen1zD

    CDPKrRX1n0

    wnPI0qn1 gnPK0qn1

    cos

    en1zD

    2KrR

    PlD dD : A38

    Applying (A17) one obtains

    X1n0

    wnPqn1I1qn1 gnPqn1K1qn1 cosen1zD 0:

    A39Multiplying (A38) by cos(em1zD) and integrating over theindicated interval, one obtains

    X1

    n

    0

    wnPqn1I1qn1gnPqn1K1qn1Z1dD

    1

    lD

    cosen1zDcosem1zDdzD CDPKrRX1n0

    wnPI0qn1

    gnPK0qn1Z1dD

    1lDcosen1zDcosem1zDdzD 2KrR

    PlD dD :

    A40Multiplying (A39) by cos(em1zD) and integrating over thebelow and above the screen, one obtainsX1n0

    wnPqn1I1qn1 gnPqn1K1qn1

    Z1lD0

    cosen1zD cosem1zD 0 and A41X1n0

    wnPqn1I1qn1 gnPqn1K1qn1

    Z0

    1dDcosen1zD cosem1zD 0: A42

    Adding (A41) and (A42) to the left-hand side of (A40) andconsidering that all terms in the sum on the left-hand sideof the result are zero except those for which n = m, the setcos(en1zD) is orthogonal over the interval 0, 1 and so oneobtains

    wnPqn1I1qn1 gnPqn1K1qn1Z

    1

    0

    cos2en1zDdzD CDPKrRwnPI0qn1 gnPK0qn1

    Z1dD

    1lDcos2en1zDdzD 2KrR

    PlD dD

    Z1dD

    1lDcosen1zDdzD: A43

    The Eqs. (A36), (A37) and (A42) can be solved to deter-mine the constants gn, wn and un which are then substitutedinto (A34) and (A35) to obtain the solutions for sD1 and.

    sD2, respectively.

    M. Pasandi et al. / Advances in Water Resources 31 (2008) 383398 397

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