In this appendix, we state and prove five preliminary lemmas used in chap-ter 7 which describe the behavior of the time-dependent solution, u((, t) near the boundaries (
=
00 and (= -ct
and a sixth lemma dealing with the long time behavior of u( (, t) for all (.Proof of Lemma 7.1: \Ve will begin by showing that if
(1.1 ) then
lim W((, t) = ~Fr
(-00 (1.2)
uniformly in 0 :::;
t :::;
T. Then argue that the above statement and the statement of the lemma are equivalent.Let €
>
0.1'>
O. Note IVo( is bounded for ( ;::: -el,O :::; t :::; T by assumption.Therefore~ there exists a (0
>
0 such that(1.3) for (
>
(0 by assumption (7.21). LetV((,t)
=
H/r+
~+
Ne,3tHo-(. ( 1.4) DefineThen
LV = (a((
+
ct) - a(((+
ct) - b1((+
ct) _ _ (3)1\; /3tHo-(M(U) c e . (1.6)
Since, a. a(, bI , and A1(U) are finite and differentiable, we may choose
f3
large enough thatLV::;
o.
(1.7)Then
L(V - W) ::; 0, (1.8)
since LH!
=
0 by (7.17). Evaluation showsV((,O) - 11'((,0)
=
IVr+ ~ +
Ne(o-( - 11'o(()~
0, (1.9) andV(-ct t) -, IV(-ct , t) = IV T
+
~ 2+
Ne/3t+(o+ct - 11'(-ct ' t)>
- 0 , (1.10) for a large enough choice of N by (1.9) and the fact that. 11'(-ct,
t) is bounded by MI as in (7.24). By the maximum principleV((, t) - 11/((, t) ~ 0 (1.11)
or
(1.12) This implies that
(1.13) for ( ~ X where X is smallest value of ( so that
(1.14) Similarly, if we define
(1.15) we can show
(1.16)
for ( ;::: (0 where (0 is the smallest value of ( where Nt e{Jlt+(o-(
<
~. Thus we haveand hence, undoing the change of variables,
lim U((, t) - Ur ((
+
ct) =o.
(-00 e((+ct) (1.19)
Since e( (
+
ct)>
0 and is one-periodic in (+
ct, we have lim U((, t) - Ur ((+
ct)=
0,(-00 ( 1.20)
or going back to our original variables
lim I«u((, t)) - I{(ur ((
+
ct))= o.
ulliformly in 0 ::; t ::; T. Then we will argue that t.his statement is equivalent to
Since
a, a"
bI , and A1( U) are finite, we may select I~ sufficiently large so thatL(V - w)
:5 o.
(1.31 )Now,
(1.32) Since lim,_oo IVa, =
a
by assumption, there exists a X2 = X2(T) ~a
such that(1.33)
for ( ~
x
2 • Now choosing N sufficiently large to take care of ( E [-ct, X2 ] implies (1.34 ) Likewise,V(-ct,t)-IVd-ct,t)
=
~eJ3(t-T)+Nf.{3tHo+cl -lVd-ct,t). (1.35)\Ve know 11V,( -ct, t)1
:5
A12<
00 by the boundary condition (7.19) and can thus choose N sufficiently large depending on T so thatV( -ct, t) -
Wd
-ct, t) ~a
(1.36)for
t
E [0, T]. Thus, we can use the maximum principle to sayV((, t) - Wd(, t) ~
o.
(1.37)This implies that there exists a X3 = X3(T) such that Wd(, t)
:5
f. for ( ~ X 3.An analogous argument, taking
V((,t) = _':e/3(t-T) - Ne J3tHo -(
2
will yield H',((, t) ~ -f. for ( ~ X4
=
X4(€, T) for some X4 E R. Thus(1.38)
(1.39)
uniformly in 0 ~ t ~ T. Then we have
lim
a
(U((, t) - Ur ((+
ct)) = 0, (1.40)(-00 ( e((+ct)
lim e((
+
ct)(U - Ur)( - e((+
ct)dU - Ur) = O. (1.41)(-00 e2 ( (
+
ct)Since e((
+
ct)>
0 and is one-periodic in (, we knowLooking at only the second term in the limit and letting El = min( e( (
+
ct)( andE'2 = max( e((
+
ct)" we haveEl lim (U - [Tr) ~ lim inf e( (
+
ct)d [T - Ur )(-00 (-OC
(1.43) By Lemma i.1~ both the bounding limits go to zero. Therefore the middle part of (1.4:3) also goes to zero. Thus we are left with
lim e((
+
ct)(U - Urk=
0,(-00 (1.44 )
and since e((
+
el)>
0 and is one-periodic in (, we again know lim (U(s, t) - Ur{s+
ct))(= o.
(-00 (1.45)
Changing back into our original variables, we see
(1.46)
or
(1.47) where
e
is an intermediate value of u and lir. Taking the derivative we have(1.48)
By Lemma i.1, tIle second term in (1.48) vanishes and J('
>
0 impliesfor any t E [0, T]. The proof is complete.
Before stating our next lemma, we will observe the following:
Remark A.1 Lei 111 and 112 be any solutions of (7.:1) {i.e. full time-dependent, traveling wave, or.steady state solutions}. Let U1 and U2 be any solutions of {7.11};
1-Vl and 11'2 t any solutions of (7.17). Then the following are equivalent:
l
Xl X2lUI -
1l21ds<
f,l
Xl X2lUI -
U21ds<
C'f.,l
Xl X2IW I
-lV2lds <
C"f., (1.55)fol' the same f. where X}'X2 E Rl and C',C"
>
0 are constants depending on K(u) ande((+ct).Proof:
(1.56) where
e
is an intermediate value between III and 112. Since e((+
ct) and K(u) arebounded, positive functions, we have
(1..57) where C' ~ mOJ.:uK(u). Similarly,
(1..58) where C" ~ mClx(u,(+ct) e~~uc't)' The proof is complete.
Proof of Lemma 7.4: Let
-This operator is derived by writing down (7.2) once with a traveling wave solution and again with a full, time-dependent solution:
Int.egrate (1.65) once from ( to 00 and we obtain LV;. It is easy to verify that L \.'2
=
O. Now sinceV2((,0) -
J,
[00 [u'(s - so,s) - uo(s)]ds+ ~ _
- fcoo[u'(s - so,s) - ur(s)]ds
+
fcoo[ur(s) - uo{s)]ds+ i,
(1.66)where the second integral is finite by assumption (7.8) for 0 :::; (
<
00. Vole can choose So2::
0 large enough to make the first integral as large as we need so that the sum of the two integrals is posith'e. Thus, 1,:!((,0)2::
0 for all (>
O. vVhen ( = -ct, we can show ~(-ct, t)2::
0 by calculating1I2t (-ct,t) -
1
00 (u' - U)tds+
c[u' - U]k=-d -ct- (D{u', (+ ct)u( - /((u', (+ ct)
+
CUiD(u,
(+
ct)u,+
1\(u, (+ ct) - cu((+
ct, t))I~-ct+
c[u' - u]k=-ct.Evaluating by the boundary conditions (7.4) and (7.5), we see
- - c
r+ c
r - (D( u' , (+
ct)lI( - /( (
u' . (+
ct) ) k=-ct - Cl+
c(u' - u)l~ct+
c[u' - u]k=-ct(1.67)
- -(D(u',(
+
ct)u( -1\(u',(+
cf))k=-d - Cl+
c(u' - u)k=o:,. (1.68) By Lemma 3.2, we know that u'( ( - so, (+
ct) - u r( (+
ct)< e->',
for (2::
s}, t2::
0 and by Lemma 7.1, we know lim,_oo(u - ur ) = O. Therefore, we havec(u' - u)k=oo
=
c(ur - ur)=
0, (1.69) and thus,V;{ -ct, t) - ~(O, 0)
+
fot[-(D(ul, (+ cr)u( - /((u', (+ cr))k=-CT - ct]dr. (1.70)\Ve can see that ~he integral in (1.70) is finite for all t by the following argument.
for any ((, t). Now we will show an upper bound. Let
1
< ,h((' t) _ct[u(s, t) - u (s - so, s
+
d)]dsJ
-ct f:+ -eo
[u/(s+
ct) - u'(s - so, s+
ct)]ds+ 2'
(1.76)where u(s, t) is a time-dependent solution of Richards' equation and u'(s-so, s+ct) is a traveling wave solution. Now, define the parabolic operator
L· = D('· )82 D(u,(+ct)-D(u',(+ct) a
since the integrand is positive by Lemma 3.1. Therefore, the maximum principle for parabolic operators tells us that V:z
2::
O. Thus,or
j '
-ct [UI - u]ds ~j'
-00 [UI - U ds'] + 2'
E (1.82)By Lemma 3.2, we may choose X
=
X(E) such thato ~
l'o)uI - u']ds~ ~
(1.83)for ( ~ X. Then combining (1.86) and (1.87), we have
l')uI(s
+
ct) - u(s, t)]ds~
Eo (1.84 )The proof is complete.
Proof of Lemma 7.6: First we employ a change of variables
u(;r, t) = v(x, t)q(x)
=
u(x, t)(1 - (:JeO'(r-xl»), (1.8.5 ) where a: and f3 are positive constants to be determined so that ~:s;
q(x):s;
1 for,'l: E [Xl, ,'l·r]. Then
L'( v)
=
a(x, t)vxx+
b'(x, t )vx - c(x, t)v - Vt=
0, (1.86)where
b'( x, t)
c(x, t) (1.87)
Since X comes from a bounded domain, we may choose an a: larger than supC:1bl ) and then a f3 = f3(a:,xr - xI) small enough that ~ ~ q(x) ~ 1, for all x E [XI,Xr ].
Then
inf c(x, t)
=
82::
2a:j3(aa+
b)>
O.(rtt) (1.88)
Next, for every E
>
0 there exists a T = T(c:)>
0 such that 1~1(~ll<
E and I~Wll<
c:for t
>
T( E). Next, consider the auxilliary functionsw±(x, t)
=
Ale-co(t-T)+
2t±
v(x, t), (1.89)where /'vI
>
0 and Co>
0 are constants. By choosing JVf large enough and using our bounds on the boundary values, we haveFor t ~ T, we have
- M
+
2E±
v(x,T) ~ 0, x E Q_ M e-co(t-T)
+
2E±
91( (t)) 2: 0, t~
T,q XI
_ M e-co(t-T)
+
2<:±
9(2(t))~
0, t~
T.q Xr
(1.90)
L'(w±) = -c(x, t)(Ale-co (t-T)
+
2E)+
cQJl1e-co (t-T) ::;; 0, (1.91) if we select Co = 8. Thus, we can apply the maximum principle to show that w±(.'t, t) ~ 0 for all x E [XI, xr ] and t ~ TorIv( x, t)
I ::;;
E+
1\1 E-co(t-T) ( 1.92)for t ~ T(E), which implies when sending t --+ 00 that
lim sup lu(x. t)1 ::;; E. (1.93)
t-oo
The proof is complete.
REFERENCES
[1] VI/. Alt, S. Luckhaus, Quasilinear Elliptic-Parabolic Differential Equations, Mathematische Zeitschrift, 183, pp. 311-341, 198:3.
[2] D.G. Aronson, The Porous Medium Equation, Lecture Notes in Mathematics, 1224, pp. 1-46, 1985.
[:3]
A. Bensoussan, J.L. Lions, G. Papanicolaou, Asymptotic Analysis for PeriodicStrllctures, North-Holland, New York, 1978.
[4]
M.A. Celia, E.T. Bouloutas, R.L. Zarba, A General Mass-Conse7'vative Nu-merical Solution for the Unsatumted Flow Equation, Water Resources Re-search, 26. pp. 1483-1496, 1990.[5] G.
de Marsily, Quantitative Hydrology: G7'Oundwater Hyd1'010gy for Engineers,Academic Press Inc., San Diego, 1986.
[6] G. Destouni, Applicability of the Steady State Flow Assumption for Solute Adl'ection in Field Soils, Water Resources Research, 27, pp. 2129-2140, 1991.
[7] D. Gilbarg, N. Trudinger, Elliptic Partial Differential Equations of Second Order, Springer-Verlag, New York, 1983.
[8] G. Gottardi, M. Venutelli, Richards: Computer Program for the Numerical Simulation of One-Dimensional Infiltration into Unsaturated Soil, Computers and Geoscience, 19, pp. 1239-1266, 1993.
[9] J. Grochulska, E.J. Kladivko, W.A. Jury, Modeling Field Scale Preferential Flow of Pesticides with a Transfer Function, Journal of Environmental Qual-ity, submitted November, 1994.
[10] T. Harter, J. Yeh, An Efficient Method for Simulating Steady Unsaturated Flow in Random P07'OUS Media: Using an Analytical Pertu7'bation Solution
as Initial Ouess to a Numerical llfodel, \Vater Resources Research, 29, pp.
4139-4149, 1993.
[11] R.G. Hills, I. Porro, D.B. Hudson, P.J. Wierenga, Afodeling One-Dimensional Infiltration Into Very Dry Soils, Parts 1 and 2, Water Resources Research, 25, pp. 1259-1282, 1989.
[12] P.A. Hsieh, S.P. Neuman, Field Determination of Three-Dimensional Hy-draulic Conductivity Tensor of Anisotropic Media, Water Resources Research, 21, pp. 1655-1665, 1985.
[1:3] A.M. Il'in, A.S. Kalashnikov, O.A. Oleinik, Linear Equations of the Second Order of Parabolic Type, Russian Mathematical Survey, 17, pp. 1-143, 1962.
[I.!]
A.M. Il'in, O.A. Oleinik, Behavior of the Solutions of the Cauchy Problem for Certain Quasilinea7' Equations for Unbo'unded Increase of the Time, AMS Translations, 42, pp. 19-23, 1964.[1.:>] \V.A. Jury, Solute Travel Time Estimates for Tile-Drained Fields, Soil Science Society of America Proceedings, 39, pp. 1020-1024, 1975.
[16] T. Kato, Perturbation Theory for Linem' Operators, Springer-Verlag, Kew York, 1966.
[17] N.V. Khushnytdinova, The Limiting Afoistul'e Profile During Infiltration in to a Homogeneous Soil, J. of Applied Math. Mech., 31, pp. 770-776, 1967.
[18] D. Kirkham, Seepage of Steady Rainfall Through Soils into Drains, American Geophysical Union, Transactions, 39, 892-907, 1958.
[19] M. Kutilek, K. Zayani, R. Haverkamp, J.-Y. Parlange, G. Vachaud, Scaling of the Richards Equation Under Invariant Flux Boundary Conditions, Water Resources Research, 27, pp. 2181-2185, 1991.
[20] O.A. Ladyzenskaja, V.A. Solonnikov, N.N. UraFceva, Linear and Quasi-Linear Equations of Parabolic Type, American l\lathematical Society, Provi-dence, RI, 1968.
[21] O.A. Ladyzenskaja, N.N. Ural'ceva, Linear and Quasi-Linear Elliptic Equa-tions, Academic Press Inc., New York, 1968.
[22] E.\\'. Larsen, C.D. Levermore, G.C. Pomraning, J.G. Sanderson, Discretiza-tion A1ethods for One-Dimensional Fokker-Planck Operators, Journal of Com-putational Physics, 61, pp. 359-390, 1985.
[23] P.D. Lax, Hyperbolic Systems of Conservation Laws and the Mathematical Theory of Shock Waves, National Science Foundation, Washington, DC, 1973.
[2-1]
D. Lockington, M. Hara, W. Hogarth, J.-Y. Parlange, Flow Through PorousMedia From a Pressurized Spherical Cavity, 'Water Resources Research, 25, pp. 303-309, 1989.
[2.j]
D.B. l\tIc\\'horter, D.K. Sunada, Exact Intfgml Solutions for Two-Phase Flow,\Vater Resources Research, 26, pp. 399-413, 1990.
[26] lVI.J. Metcalf, J.H. Merkin, S.K.Scott. Oscillating Wave H'onis in Isothermal ChEmical Systems with Arbitrary Powers of Autocatalysis, Proceeds of the Royal Society of London, 447, pp. 155-174, 1994.
[27] S.P. Neuman, Stochastic Continuum Representation of Fractured Rock Pe1'-meability as an Alternative to the REV and the Fracture Network Concepts, US Symposium on Rock Mechanics, pp. 533-561, 1987.
[28] S.P. Neuman, Saturated-Unsatumted Seepage by Finite Elements, Journal of the Hydraulics Division, Proceedings of the American Society of Civil Engi-neers, 99, pp. 2233-2250, 1971.
[29] S.P. Neuman, Hydrology 503 Lecture Notes, University of Arizona, Tucson,
AZ,1993.
[30] P. Noren, Asymptotic Behavior of Solutions of a Filtration Equation, Univer-sity of Arizona, PhD Thesis, Tucson, AZ, 1976.
[31] J.-Y. Parlange, T¥ater Transport in Soils, American Revue of Fluid Mechanics, 12, pp. 77-102, 1980.
[32] J.-Y. Parlange, Simple Methods for Predicting Drainage from Field Plots, Soil Science Society of America Journal, 46, pp. 887-888, 1982.
[3:3] J.-Y. Parlange, Theory of ItJ'ater .Movement in Soils:
4.
Two and Th1'ee Di-mensional Steady Infiltration, Soil Science, 113, pp. 96-101, 1972.[3-1] J.R. Philip, Theory of Infiltration, Advances in Hydrosciences, 5, pp. 213-30.5, 1969.
[3.5] J.R. Philip, Asymptotic Solution.s of the SEepage Exclusi01l Problem f01' Elliptical-Cylindrical, Spheroidal, and Strip- and Disc- Shaped Cavities, Water Resources Research, 25, pp. 1531-1540, 1989.
[3()] J .R. Philip, Issues in Flow and Transport in Heterogenous Porous !v!edia, Transport in Porous Media, 1, pp. 319-338, 1986.
[3T] J.R. Philip. The Scattering Analog for Infiltration in Porous l1I!edia, Reviews of Geophysics, 27, pp. 431-448, 1989.
[38] M.B. Quadri, B.E. Clothier, R. Angulo-Jaramillo, M.Vauclin, S.R. Green, Ax-isymmetric Transport of Water and Solute Underneath a Disk Permeameter:
Experiments and Numerical Model, Soil Science Society of America Journal, 58, pp. 696-703, 1994.
[39] P.J. Ross, Efficient Numerical !v! ffhods for Infiltration Using Richa1'ds' Equa-tion, \Vater Resources Research, 26, pp. 279-290, 1990.
[40] K. Roth, \V.A. Jury, ft.lodeling the Transport of Solutes to Groundwater Using Transfer Functions, Journal of Environmental Quality, 22, pp. 487-493, 1993.
[41] D.H. Sattinger, On the Stability of Waves of Nonlinear Parabolic Systems, Adv. in Math, 22, pp. 312-355, 1976.
[42] S.E. Serrano, Modeling Infiltration in Hysteretic Soils, Adv. in Water Re-sources, 13, pp. 12-23, 1990.
[43] J. Smoller, Shock Waves and Reaction Diffusion Equations, Springer-Verlag, New York, 1983.
[44-] R. Srivastava, J. Yeh, Analytic Solutions for One-Dimensional, Transient 111-filtration Toward the Water Table in Homogeneous and Layered Soils, \Vater Resources Research, 27, pp. 753-763, 1991.
[4.j]
S.R. Subia, M.S. Ingber, M.J. Martinez, A Three-Dimensional BoundaryEl-ement Ale/hod for Steady Unsaturated Quasi-Linear Flow in Porous J\1edia,
\Vater Resources Research, 30, pp. 2097-2104, 1994.
[46] S. Toksoz. D. Kirkham, Steady Drainage of Layered Soils, Journal of the Irrigation and Drainage Division, ASeE, 97, pp. 19-37, 1971.
[47] K. Unlu, D.R. Nielsen, J.\V. Biggar, Stochastic Analysis of Unsaturated Flow:
One-Dimensional Monte Cado Simulations and Comparisons With Spectral Perturbation Analysis and Field Observations, Water Resources Research, 26, pp. 2207-2218, 1990.
[48] J. {Jtermann, E.J. Kladivko, W.A. Jury, Evaluating Pesticide Jl.tfigration in Tile-Drained Soils with a Transfer Function Modr.!, Journal of Environmental Quality, 19, pp. 707-714, 1990.
[49] J.E.A.T.M. van der Zee, \V.H. van Riemsdijk, Transport of Reactive Solute in Spatially Variable Soil Systems, Water Resource Research, 23, pp. 20.59-2069,
1987.
[50] A.Vv. Warrick, Correspondence on Hydraulic Functions for Unsaturated Soils, Soil Science Society of America Journal, 59, pp. 292-299, 1995.
[51] A.W. Warrick, G.G. Fennemore, Unsaturated Water Flow Around Obstruc-tions Simulated by Two-Dimensional Rankine Bodies, Advances in Water Re-search, accepted 1995.
[52] A.W. Warrick, Soil Water 605 Class Notes, University of Arizona, Tucson, AZ, 1995.
[5:3] A.V". 'Warrick, D.O. Lomen, S.R. 'lates, A Generalized Solution to Infiltration, Soil Science Society of America Journal, 49, pp. 34-38, 1985.
[54] A.vV. Warrick, A. Amoozegar-Fard, Soil Water Regimes Near Porous Cup Water Samplers, Water Resources Research, 13, pp. 203-207, 1977.
[.5.5]
A. \V. \Varrick, J. Yeh, One-Dimensional, Steady Vertical Flow in a Layered Soil Profile, Advances in Water Resources, 13, pp. 207-210, 1990.[.56]
A. \V. \Varl'ick, Traveling Front Appro:z;imations for Infiltration into Stratified Soils, Journal of Hydrology, 128, pp. 213-222, 19U1.[.57] R.E. White, 1.K. Heng, The Effect of Field Soil 'Variability in Water Flow and Indigenous Solute Concentrations on Transfe7' Function Modelling of Solute Leaching, Field Scale Water and Solute Flux in Soils, pp. 65-78, 1990.
[58] J.X. Xin, Existence of Traveling Waves in a Reaction-Diffusion Equation with Combustion Nonlinearity, Indiana Univ. Math. J., 40, pp. 895-1008, 1991.
[.59] J.X. Xin, Existence of Planar Flame F7'onis in Convective-Diffusive Periodic Media, Arch. Rat. Mech. and Analysis, 121, pp. 205-233, 1992.
[60] J.X. Xin, Existence of Multi-Dimensional Traveling Waves in Transport of Re-active Solutes Through Periodic P07'OUS Media, Arch. Rat. Mech. and Analysis,
128, pp. 75-103, 1994.
[61] J .X. Xin, J. Zhu, Quenching and Propogation of Bistable Reaction-Diffusion H'onts in lVlultidimensional Periodic Media, Physica D, 81, pp. 94-110, 199,j.
[62] J.X. Xin, Existence and Stability of Traveling Waves in Periodic Media Gov-erned by a Bistable Nonlinearity, Journal of Dynamics and Differential Equa-tions, 3, pp. 541-573, 1991.