AustralieFrV1, PascalFrancis, Corpus, bibRecord, 006195

Analytical approximation to the solutions of Richards' equation with applications to infiltration, ponding, and time compression approximation

Identifieur interne : 006195 ( PascalFrancis/Corpus ); précédent : 006194; suivant : 006196

Analytical approximation to the solutions of Richards' equation with applications to infiltration, ponding, and time compression approximation

Auteurs : J.-Y. Parlange ; W. L. Hogarth ; D. A. Barry ; M. B. Parlange ; R. Haverkamp ; P. J. Ross ; T. S. Steenhuis ; D. A. Dicarlo ; G. Katul

Source :

Advances in water resources [ 0309-1708 ] ; 1999.

RBID : Pascal:99-0525867

Descripteurs français

Pascal (Inist)
- Solution, Equation Richards, Infiltration, Compression, Sol, Modification climat, Humidité sol, Conductivité hydraulique, Ressource eau.

English descriptors

KwdEn :
- Richards equation, climate modification, compression, hydraulic conductivity, infiltration, soil moisture, soils, solution, water resources.

Abstract

A recent approach to solve Richards' equation is further improved. This approach brings understanding into the physical processes of infiltration and ponding. In particular we apply it to analyze the standard hydrologic tool of Time Compression Approximation (TCA). We also suggest that the new approach provides a more reliable alternative to TCA, e.g. for predicting ponding time.

Notice en format standard (ISO 2709)

Pour connaître la documentation sur le format Inist Standard.

A01	`01`	`1`		`@0 0309-1708`
A02	`01`			`@0 AWREDI`
A03		`1`		`@0 Adv. water resour.`
A05				`@2 23`
A06				`@2 2`
A08	`01`	`1`	`ENG`	`@1 Analytical approximation to the solutions of Richards' equation with applications to infiltration, ponding, and time compression approximation`
A09	`01`	`1`	`ENG`	`@1 Special issue: Water resources and climate change processes`
A11	`01`	`1`		`@1 PARLANGE (J.-Y.)`
A11	`02`	`1`		`@1 HOGARTH (W. L.)`
A11	`03`	`1`		`@1 BARRY (D. A.)`
A11	`04`	`1`		`@1 PARLANGE (M. B.)`
A11	`05`	`1`		`@1 HAVERKAMP (R.)`
A11	`06`	`1`		`@1 ROSS (P. J.)`
A11	`07`	`1`		`@1 STEENHUIS (T. S.)`
A11	`08`	`1`		`@1 DICARLO (D. A.)`
A11	`09`	`1`		`@1 KATUL (G.)`
A12	`01`	`1`		`@1 HASSANIZADEH (S. M.) @9 ed.`
A12	`02`	`1`		`@1 MILLER (C. T.) @9 ed.`
A12	`03`	`1`		`@1 PARLANGE (Marc B.) @9 ed.`
A12	`04`	`1`		`@1 KIELY (Gerard) @9 ed.`
A14	`01`			`@1 Department of Agricultural and Biological Engineering, Cornell University, 216 Riley-Robb Hall @2 Ithaca NY 14853 5701 @3 USA @Z 1 aut. @Z 7 aut. @Z 8 aut.`
A14	`02`			`@1 Faculty of Environmtental Sciences, Griffith University, Nathan @2 Brishane, Queensland 4111 @3 AUS @Z 2 aut.`
A14	`03`			`@1 Department of Environmental Engineering Centre for Water Rescarch, University of Western Australia @2 Nedlands 6907 Western Australia @3 AUS @Z 3 aut.`
A14	`04`			`@1 Department of Geography and Environmental Engineering, Johns Hopkins University @2 Baltimore MD 21218 @3 USA @Z 4 aut.`
A14	`05`			`@1 Laboratoire d'Etude du Transfert en Hydrologie et Environnement (LTHE/IMG, UJF, CNRS URA 1512), B.P. 53 @2 38041 Grenoble @3 FRA @Z 5 aut.`
A14	`06`			`@1 Division of Soils, CSIRO, Davies Laboratory @2 Townsville, Queensland 4814 @3 AUS @Z 6 aut.`
A14	`07`			`@1 School of the Environment, Duke University @2 Durham NC 27708 @3 USA @Z 9 aut.`
A15	`01`			`@1 Faculty of Civil Engineering and Geosciences, Delft University of Technology, PO Box 5048 @2 2600 GA Delft @3 NLD @Z 1 aut.`
A15	`02`			`@1 University of North Carolina, Dept. of Env. Sciences & Engineering, CB 7400, 106 Rosenau Hall @2 Chapel Hill NC 27599-7400 @3 USA @Z 2 aut.`
A15	`03`			`@1 Johns Hopkins University, Department of Geography and Environmental Engineering, 313 Ames Hall @2 Baltimore, MD 21218-2686 @3 USA @Z 3 aut.`
A15	`04`			`@1 Department of Civil and Environmental Engineering, University College Cork @2 Cork @3 IRL @Z 4 aut.`
A20				`@1 189-194`
A21				`@1 1999`
A23	`01`			`@0 ENG`
A43	`01`			`@1 INIST @2 19264 @5 354000088108310080`
A44				`@0 0000 @1 © 1999 INIST-CNRS. All rights reserved.`
A45				`@0 14 ref.`
A47	`01`	`1`		`@0 99-0525867`
A60				`@1 P`
A61				`@0 A`
A64	`01`	`1`		`@0 Advances in water resources`
A66	`01`			`@0 GBR`
C01	`01`		`ENG`	`@0 A recent approach to solve Richards' equation is further improved. This approach brings understanding into the physical processes of infiltration and ponding. In particular we apply it to analyze the standard hydrologic tool of Time Compression Approximation (TCA). We also suggest that the new approach provides a more reliable alternative to TCA, e.g. for predicting ponding time.`
C02	`01`	`2`		`@0 226A01`
C02	`02`	`X`		`@0 001E02D10`
C02	`03`	`X`		`@0 001E01N01`
C03	`01`	`2`	`FRE`	`@0 Solution @5 06`
C03	`01`	`2`	`ENG`	`@0 solution @5 06`
C03	`02`	`2`	`FRE`	`@0 Equation Richards @5 08`
C03	`02`	`2`	`ENG`	`@0 Richards equation @5 08`
C03	`03`	`2`	`FRE`	`@0 Infiltration @5 09`
C03	`03`	`2`	`ENG`	`@0 infiltration @5 09`
C03	`03`	`2`	`SPA`	`@0 Infiltración @5 09`
C03	`04`	`2`	`FRE`	`@0 Compression @5 10`
C03	`04`	`2`	`ENG`	`@0 compression @5 10`
C03	`04`	`2`	`SPA`	`@0 Compresión @5 10`
C03	`05`	`2`	`FRE`	`@0 Sol @5 12`
C03	`05`	`2`	`ENG`	`@0 soils @5 12`
C03	`05`	`2`	`SPA`	`@0 Suelo @5 12`
C03	`06`	`2`	`FRE`	`@0 Modification climat @5 13`
C03	`06`	`2`	`ENG`	`@0 climate modification @5 13`
C03	`07`	`2`	`FRE`	`@0 Humidité sol @5 15`
C03	`07`	`2`	`ENG`	`@0 soil moisture @5 15`
C03	`07`	`2`	`SPA`	`@0 Humedad suelo @5 15`
C03	`08`	`2`	`FRE`	`@0 Conductivité hydraulique @5 16`
C03	`08`	`2`	`ENG`	`@0 hydraulic conductivity @5 16`
C03	`08`	`2`	`SPA`	`@0 Conductividad hidráulica @5 16`
C03	`09`	`2`	`FRE`	`@0 Ressource eau @5 17`
C03	`09`	`2`	`ENG`	`@0 water resources @5 17`
C03	`09`	`2`	`SPA`	`@0 Recurso agua @5 17`
C06				`@0 ILS @0 TA`
N21				`@1 340`

Format Inist (serveur)

NO :	PASCAL 99-0525867 INIST
ET :	Analytical approximation to the solutions of Richards' equation with applications to infiltration, ponding, and time compression approximation
AU :	PARLANGE (J.-Y.); HOGARTH (W. L.); BARRY (D. A.); PARLANGE (M. B.); HAVERKAMP (R.); ROSS (P. J.); STEENHUIS (T. S.); DICARLO (D. A.); KATUL (G.); HASSANIZADEH (S. M.); MILLER (C. T.); PARLANGE (Marc B.); KIELY (Gerard)
AF :	Department of Agricultural and Biological Engineering, Cornell University, 216 Riley-Robb Hall/Ithaca NY 14853 5701/Etats-Unis (1 aut., 7 aut., 8 aut.); Faculty of Environmtental Sciences, Griffith University, Nathan/Brishane, Queensland 4111/Australie (2 aut.); Department of Environmental Engineering Centre for Water Rescarch, University of Western Australia/Nedlands 6907 Western Australia/Australie (3 aut.); Department of Geography and Environmental Engineering, Johns Hopkins University/Baltimore MD 21218/Etats-Unis (4 aut.); Laboratoire d'Etude du Transfert en Hydrologie et Environnement (LTHE/IMG, UJF, CNRS URA 1512), B.P. 53/38041 Grenoble/France (5 aut.); Division of Soils, CSIRO, Davies Laboratory/Townsville, Queensland 4814/Australie (6 aut.); School of the Environment, Duke University/Durham NC 27708/Etats-Unis (9 aut.); Faculty of Civil Engineering and Geosciences, Delft University of Technology, PO Box 5048/2600 GA Delft/Pays-Bas (1 aut.); University of North Carolina, Dept. of Env. Sciences & Engineering, CB 7400, 106 Rosenau Hall/Chapel Hill NC 27599-7400/Etats-Unis (2 aut.); Johns Hopkins University, Department of Geography and Environmental Engineering, 313 Ames Hall/Baltimore, MD 21218-2686/Etats-Unis (3 aut.); Department of Civil and Environmental Engineering, University College Cork/Cork/Irlande (4 aut.)
DT :	Publication en série; Niveau analytique
SO :	Advances in water resources; ISSN 0309-1708; Coden AWREDI; Royaume-Uni; Da. 1999; Vol. 23; No. 2; Pp. 189-194; Bibl. 14 ref.
LA :	Anglais
EA :	A recent approach to solve Richards' equation is further improved. This approach brings understanding into the physical processes of infiltration and ponding. In particular we apply it to analyze the standard hydrologic tool of Time Compression Approximation (TCA). We also suggest that the new approach provides a more reliable alternative to TCA, e.g. for predicting ponding time.
CC :	226A01; 001E02D10; 001E01N01
FD :	Solution; Equation Richards; Infiltration; Compression; Sol; Modification climat; Humidité sol; Conductivité hydraulique; Ressource eau
ED :	solution; Richards equation; infiltration; compression; soils; climate modification; soil moisture; hydraulic conductivity; water resources
SD :	Infiltración; Compresión; Suelo; Humedad suelo; Conductividad hidráulica; Recurso agua
LO :	INIST-19264.354000088108310080
ID :	99-0525867

Links to Exploration step

Pascal:99-0525867

Le document en format XML

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<sourceDesc><biblStruct><analytic><title xml:lang="en" level="a">Analytical approximation to the solutions of Richards' equation with applications to infiltration, ponding, and time compression approximation</title>
<author><name sortKey="Parlange, J Y" sort="Parlange, J Y" uniqKey="Parlange J" first="J.-Y." last="Parlange">J.-Y. Parlange</name>
<affiliation><inist:fA14 i1="01"><s1>Department of Agricultural and Biological Engineering, Cornell University, 216 Riley-Robb Hall</s1>
<s2>Ithaca NY 14853 5701</s2>
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<sZ>1 aut.</sZ>
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<author><name sortKey="Barry, D A" sort="Barry, D A" uniqKey="Barry D" first="D. A." last="Barry">D. A. Barry</name>
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<s2>Nedlands 6907 Western Australia</s2>
<s3>AUS</s3>
<sZ>3 aut.</sZ>
</inist:fA14>
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</author>
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<affiliation><inist:fA14 i1="04"><s1>Department of Geography and Environmental Engineering, Johns Hopkins University</s1>
<s2>Baltimore MD 21218</s2>
<s3>USA</s3>
<sZ>4 aut.</sZ>
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<author><name sortKey="Haverkamp, R" sort="Haverkamp, R" uniqKey="Haverkamp R" first="R." last="Haverkamp">R. Haverkamp</name>
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<s2>38041 Grenoble</s2>
<s3>FRA</s3>
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<author><name sortKey="Ross, P J" sort="Ross, P J" uniqKey="Ross P" first="P. J." last="Ross">P. J. Ross</name>
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<author><name sortKey="Steenhuis, T S" sort="Steenhuis, T S" uniqKey="Steenhuis T" first="T. S." last="Steenhuis">T. S. Steenhuis</name>
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<author><name sortKey="Dicarlo, D A" sort="Dicarlo, D A" uniqKey="Dicarlo D" first="D. A." last="Dicarlo">D. A. Dicarlo</name>
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<s2>Ithaca NY 14853 5701</s2>
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<author><name sortKey="Katul, G" sort="Katul, G" uniqKey="Katul G" first="G." last="Katul">G. Katul</name>
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<s3>USA</s3>
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<profileDesc><textClass><keywords scheme="KwdEn" xml:lang="en"><term>Richards equation</term>
<term>climate modification</term>
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<term>hydraulic conductivity</term>
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<term>soil moisture</term>
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<term>water resources</term>
</keywords>
<keywords scheme="Pascal" xml:lang="fr"><term>Solution</term>
<term>Equation Richards</term>
<term>Infiltration</term>
<term>Compression</term>
<term>Sol</term>
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<term>Humidité sol</term>
<term>Conductivité hydraulique</term>
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<front><div type="abstract" xml:lang="en">A recent approach to solve Richards' equation is further improved. This approach brings understanding into the physical processes of infiltration and ponding. In particular we apply it to analyze the standard hydrologic tool of Time Compression Approximation (TCA). We also suggest that the new approach provides a more reliable alternative to TCA, e.g. for predicting ponding time.</div>
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<fA11 i1="01" i2="1"><s1>PARLANGE (J.-Y.)</s1>
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<fA12 i1="01" i2="1"><s1>HASSANIZADEH (S. M.)</s1>
<s9>ed.</s9>
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<s9>ed.</s9>
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<fA12 i1="04" i2="1"><s1>KIELY (Gerard)</s1>
<s9>ed.</s9>
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<fA14 i1="01"><s1>Department of Agricultural and Biological Engineering, Cornell University, 216 Riley-Robb Hall</s1>
<s2>Ithaca NY 14853 5701</s2>
<s3>USA</s3>
<sZ>1 aut.</sZ>
<sZ>7 aut.</sZ>
<sZ>8 aut.</sZ>
</fA14>
<fA14 i1="02"><s1>Faculty of Environmtental Sciences, Griffith University, Nathan</s1>
<s2>Brishane, Queensland 4111</s2>
<s3>AUS</s3>
<sZ>2 aut.</sZ>
</fA14>
<fA14 i1="03"><s1>Department of Environmental Engineering Centre for Water Rescarch, University of Western Australia</s1>
<s2>Nedlands 6907 Western Australia</s2>
<s3>AUS</s3>
<sZ>3 aut.</sZ>
</fA14>
<fA14 i1="04"><s1>Department of Geography and Environmental Engineering, Johns Hopkins University</s1>
<s2>Baltimore MD 21218</s2>
<s3>USA</s3>
<sZ>4 aut.</sZ>
</fA14>
<fA14 i1="05"><s1>Laboratoire d'Etude du Transfert en Hydrologie et Environnement (LTHE/IMG, UJF, CNRS URA 1512), B.P. 53</s1>
<s2>38041 Grenoble</s2>
<s3>FRA</s3>
<sZ>5 aut.</sZ>
</fA14>
<fA14 i1="06"><s1>Division of Soils, CSIRO, Davies Laboratory</s1>
<s2>Townsville, Queensland 4814</s2>
<s3>AUS</s3>
<sZ>6 aut.</sZ>
</fA14>
<fA14 i1="07"><s1>School of the Environment, Duke University</s1>
<s2>Durham NC 27708</s2>
<s3>USA</s3>
<sZ>9 aut.</sZ>
</fA14>
<fA15 i1="01"><s1>Faculty of Civil Engineering and Geosciences, Delft University of Technology, PO Box 5048</s1>
<s2>2600 GA Delft</s2>
<s3>NLD</s3>
<sZ>1 aut.</sZ>
</fA15>
<fA15 i1="02"><s1>University of North Carolina, Dept. of Env. Sciences & Engineering, CB 7400, 106 Rosenau Hall</s1>
<s2>Chapel Hill NC 27599-7400</s2>
<s3>USA</s3>
<sZ>2 aut.</sZ>
</fA15>
<fA15 i1="03"><s1>Johns Hopkins University, Department of Geography and Environmental Engineering, 313 Ames Hall</s1>
<s2>Baltimore, MD 21218-2686</s2>
<s3>USA</s3>
<sZ>3 aut.</sZ>
</fA15>
<fA15 i1="04"><s1>Department of Civil and Environmental Engineering, University College Cork</s1>
<s2>Cork</s2>
<s3>IRL</s3>
<sZ>4 aut.</sZ>
</fA15>
<fA20><s1>189-194</s1>
</fA20>
<fA21><s1>1999</s1>
</fA21>
<fA23 i1="01"><s0>ENG</s0>
</fA23>
<fA43 i1="01"><s1>INIST</s1>
<s2>19264</s2>
<s5>354000088108310080</s5>
</fA43>
<fA44><s0>0000</s0>
<s1>© 1999 INIST-CNRS. All rights reserved.</s1>
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<fA45><s0>14 ref.</s0>
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<fA47 i1="01" i2="1"><s0>99-0525867</s0>
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<fA60><s1>P</s1>
</fA60>
<fA61><s0>A</s0>
</fA61>
<fA64 i1="01" i2="1"><s0>Advances in water resources</s0>
</fA64>
<fA66 i1="01"><s0>GBR</s0>
</fA66>
<fC01 i1="01" l="ENG"><s0>A recent approach to solve Richards' equation is further improved. This approach brings understanding into the physical processes of infiltration and ponding. In particular we apply it to analyze the standard hydrologic tool of Time Compression Approximation (TCA). We also suggest that the new approach provides a more reliable alternative to TCA, e.g. for predicting ponding time.</s0>
</fC01>
<fC02 i1="01" i2="2"><s0>226A01</s0>
</fC02>
<fC02 i1="02" i2="X"><s0>001E02D10</s0>
</fC02>
<fC02 i1="03" i2="X"><s0>001E01N01</s0>
</fC02>
<fC03 i1="01" i2="2" l="FRE"><s0>Solution</s0>
<s5>06</s5>
</fC03>
<fC03 i1="01" i2="2" l="ENG"><s0>solution</s0>
<s5>06</s5>
</fC03>
<fC03 i1="02" i2="2" l="FRE"><s0>Equation Richards</s0>
<s5>08</s5>
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<fC03 i1="02" i2="2" l="ENG"><s0>Richards equation</s0>
<s5>08</s5>
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<fC03 i1="03" i2="2" l="FRE"><s0>Infiltration</s0>
<s5>09</s5>
</fC03>
<fC03 i1="03" i2="2" l="ENG"><s0>infiltration</s0>
<s5>09</s5>
</fC03>
<fC03 i1="03" i2="2" l="SPA"><s0>Infiltración</s0>
<s5>09</s5>
</fC03>
<fC03 i1="04" i2="2" l="FRE"><s0>Compression</s0>
<s5>10</s5>
</fC03>
<fC03 i1="04" i2="2" l="ENG"><s0>compression</s0>
<s5>10</s5>
</fC03>
<fC03 i1="04" i2="2" l="SPA"><s0>Compresión</s0>
<s5>10</s5>
</fC03>
<fC03 i1="05" i2="2" l="FRE"><s0>Sol</s0>
<s5>12</s5>
</fC03>
<fC03 i1="05" i2="2" l="ENG"><s0>soils</s0>
<s5>12</s5>
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<fC03 i1="05" i2="2" l="SPA"><s0>Suelo</s0>
<s5>12</s5>
</fC03>
<fC03 i1="06" i2="2" l="FRE"><s0>Modification climat</s0>
<s5>13</s5>
</fC03>
<fC03 i1="06" i2="2" l="ENG"><s0>climate modification</s0>
<s5>13</s5>
</fC03>
<fC03 i1="07" i2="2" l="FRE"><s0>Humidité sol</s0>
<s5>15</s5>
</fC03>
<fC03 i1="07" i2="2" l="ENG"><s0>soil moisture</s0>
<s5>15</s5>
</fC03>
<fC03 i1="07" i2="2" l="SPA"><s0>Humedad suelo</s0>
<s5>15</s5>
</fC03>
<fC03 i1="08" i2="2" l="FRE"><s0>Conductivité hydraulique</s0>
<s5>16</s5>
</fC03>
<fC03 i1="08" i2="2" l="ENG"><s0>hydraulic conductivity</s0>
<s5>16</s5>
</fC03>
<fC03 i1="08" i2="2" l="SPA"><s0>Conductividad hidráulica</s0>
<s5>16</s5>
</fC03>
<fC03 i1="09" i2="2" l="FRE"><s0>Ressource eau</s0>
<s5>17</s5>
</fC03>
<fC03 i1="09" i2="2" l="ENG"><s0>water resources</s0>
<s5>17</s5>
</fC03>
<fC03 i1="09" i2="2" l="SPA"><s0>Recurso agua</s0>
<s5>17</s5>
</fC03>
<fC06><s0>ILS</s0>
<s0>TA</s0>
</fC06>
<fN21><s1>340</s1>
</fN21>
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<server><NO>PASCAL 99-0525867 INIST</NO>
<ET>Analytical approximation to the solutions of Richards' equation with applications to infiltration, ponding, and time compression approximation</ET>
<AU>PARLANGE (J.-Y.); HOGARTH (W. L.); BARRY (D. A.); PARLANGE (M. B.); HAVERKAMP (R.); ROSS (P. J.); STEENHUIS (T. S.); DICARLO (D. A.); KATUL (G.); HASSANIZADEH (S. M.); MILLER (C. T.); PARLANGE (Marc B.); KIELY (Gerard)</AU>
<AF>Department of Agricultural and Biological Engineering, Cornell University, 216 Riley-Robb Hall/Ithaca NY 14853 5701/Etats-Unis (1 aut., 7 aut., 8 aut.); Faculty of Environmtental Sciences, Griffith University, Nathan/Brishane, Queensland 4111/Australie (2 aut.); Department of Environmental Engineering Centre for Water Rescarch, University of Western Australia/Nedlands 6907 Western Australia/Australie (3 aut.); Department of Geography and Environmental Engineering, Johns Hopkins University/Baltimore MD 21218/Etats-Unis (4 aut.); Laboratoire d'Etude du Transfert en Hydrologie et Environnement (LTHE/IMG, UJF, CNRS URA 1512), B.P. 53/38041 Grenoble/France (5 aut.); Division of Soils, CSIRO, Davies Laboratory/Townsville, Queensland 4814/Australie (6 aut.); School of the Environment, Duke University/Durham NC 27708/Etats-Unis (9 aut.); Faculty of Civil Engineering and Geosciences, Delft University of Technology, PO Box 5048/2600 GA Delft/Pays-Bas (1 aut.); University of North Carolina, Dept. of Env. Sciences & Engineering, CB 7400, 106 Rosenau Hall/Chapel Hill NC 27599-7400/Etats-Unis (2 aut.); Johns Hopkins University, Department of Geography and Environmental Engineering, 313 Ames Hall/Baltimore, MD 21218-2686/Etats-Unis (3 aut.); Department of Civil and Environmental Engineering, University College Cork/Cork/Irlande (4 aut.)</AF>
<DT>Publication en série; Niveau analytique</DT>
<SO>Advances in water resources; ISSN 0309-1708; Coden AWREDI; Royaume-Uni; Da. 1999; Vol. 23; No. 2; Pp. 189-194; Bibl. 14 ref.</SO>
<LA>Anglais</LA>
<EA>A recent approach to solve Richards' equation is further improved. This approach brings understanding into the physical processes of infiltration and ponding. In particular we apply it to analyze the standard hydrologic tool of Time Compression Approximation (TCA). We also suggest that the new approach provides a more reliable alternative to TCA, e.g. for predicting ponding time.</EA>
<CC>226A01; 001E02D10; 001E01N01</CC>
<FD>Solution; Equation Richards; Infiltration; Compression; Sol; Modification climat; Humidité sol; Conductivité hydraulique; Ressource eau</FD>
<ED>solution; Richards equation; infiltration; compression; soils; climate modification; soil moisture; hydraulic conductivity; water resources</ED>
<SD>Infiltración; Compresión; Suelo; Humedad suelo; Conductividad hidráulica; Recurso agua</SD>
<LO>INIST-19264.354000088108310080</LO>
<ID>99-0525867</ID>
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Analytical approximation to the solutions of Richards' equation with applications to infiltration, ponding, and time compression approximation

Analytical approximation to the solutions of Richards' equation with applications to infiltration, ponding, and time compression approximation

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