AustralieFrV1, PascalFrancis, Corpus, bibRecord, 005630

Infiltration under constant head and falling head conditions

Identifieur interne : 005630 ( PascalFrancis/Corpus ); précédent : 005629; suivant : 005631

Infiltration under constant head and falling head conditions

Auteurs : D. E. Elrick ; R. Angulo-Jaramillo ; D. J. Fallow ; W. D. Reynolds ; G. W. Parkin

Source :

Geophysical monograph [ 0065-8448 ] ; 2002.

RBID : Pascal:02-0472539

Descripteurs français

Pascal (Inist)
- Etude laboratoire, Etude expérimentale, Infiltration, Prévision, Eau surface, Sol, Conductivité hydraulique, Saturation, Solution, Biosphère, Sorption, Densité apparente.

English descriptors

KwdEn :
- biosphere, bulk density, experimental studies, hydraulic conductivity, infiltration, laboratory studies, prediction, saturation, soils, solution, sorption, surface water.

Abstract

Prediction of the infiltration of water into field soils requires knowledge of the field-saturated hydraulic conductivity and a second parameter, such as the matric flux potential (corresponding to field saturation), or the Green and Ampt wetting-front pressure head, or the alpha parameter. Analytical solutions of 1-D infiltration under both constant and falling-head conditions are reviewed and several new solutions are developed based on the Green and Ampt assumptions. A laboratory experiment using the falling head technique is analyzed using several approximate analytical solutions.

Notice en format standard (ISO 2709)

Pour connaître la documentation sur le format Inist Standard.

A01	`01`	`1`		`@0 0065-8448`
A02	`01`			`@0 GPMGAD`
A03		`1`		`@0 Geophys. monogr.`
A05				`@2 129`
A08	`01`	`1`	`ENG`	`@1 Infiltration under constant head and falling head conditions`
A09	`01`	`1`	`ENG`	`@1 Environmental Mechanics: Water, Mass and Energy Transfer in the Biosphere`
A11	`01`	`1`		`@1 ELRICK (D. E)`
A11	`02`	`1`		`@1 ANGULO-JARAMILLO (R.)`
A11	`03`	`1`		`@1 FALLOW (D. J.)`
A11	`04`	`1`		`@1 REYNOLDS (W. D.)`
A11	`05`	`1`		`@1 PARKIN (G. W.)`
A12	`01`	`1`		`@1 RAATS (Peter A. C.) @9 ed.`
A12	`02`	`1`		`@1 SMILES (David) @9 ed.`
A12	`03`	`1`		`@1 WARRICK (Arthur W.) @9 ed.`
A14	`01`			`@1 Department of Land Resource Science, University of Guelph @2 Guelph, ON @3 CAN @Z 1 aut. @Z 3 aut. @Z 5 aut.`
A14	`02`			`@1 Laboratoire d'édute des Transferts en Hydrologie et Environnement (UMR 5564 CNRS, UJF, INPG, IRD) @2 Grenoble @3 FRA @Z 2 aut.`
A14	`03`			`@1 Greenhouse and Processing Crops Research Centre, Agriculture and Agri-Food Canada @2 Harrow, ON @3 CAN @Z 4 aut.`
A15	`01`			`@1 Wageningen University and Research Centre @2 Wageningen @3 NLD @Z 1 aut.`
A15	`02`			`@1 CSIRO Land and Water @2 Canberra @3 AUS @Z 2 aut.`
A15	`03`			`@1 Department of Soil, Water and Environmental Science, University of Arizona @2 Tucson, Arizona @3 USA @Z 3 aut.`
A20				`@1 47-53`
A21				`@1 2002`
A23	`01`			`@0 ENG`
A43	`01`			`@1 INIST @2 8310 @5 354000109115440040`
A44				`@0 0000 @1 © 2002 INIST-CNRS. All rights reserved.`
A45				`@0 11 ref.`
A47	`01`	`1`		`@0 02-0472539`
A60				`@1 P`
A61				`@0 A`
A64	`01`	`1`		`@0 Geophysical monograph`
A66	`01`			`@0 USA`
C01	`01`		`ENG`	@0 Prediction of the infiltration of water into field soils requires knowledge of the field-saturated hydraulic conductivity and a second parameter, such as the matric flux potential (corresponding to field saturation), or the Green and Ampt wetting-front pressure head, or the alpha parameter. Analytical solutions of 1-D infiltration under both constant and falling-head conditions are reviewed and several new solutions are developed based on the Green and Ampt assumptions. A laboratory experiment using the falling head technique is analyzed using several approximate analytical solutions.
C02	`01`	`2`		`@0 226A01`
C02	`02`	`X`		`@0 001E01N01`
C03	`01`	`2`	`FRE`	`@0 Etude laboratoire @5 03`
C03	`01`	`2`	`ENG`	`@0 laboratory studies @5 03`
C03	`02`	`2`	`FRE`	`@0 Etude expérimentale @5 04`
C03	`02`	`2`	`ENG`	`@0 experimental studies @5 04`
C03	`03`	`2`	`FRE`	`@0 Infiltration @5 06`
C03	`03`	`2`	`ENG`	`@0 infiltration @5 06`
C03	`03`	`2`	`SPA`	`@0 Infiltración @5 06`
C03	`04`	`2`	`FRE`	`@0 Prévision @5 07`
C03	`04`	`2`	`ENG`	`@0 prediction @5 07`
C03	`04`	`2`	`SPA`	`@0 Previsión @5 07`
C03	`05`	`2`	`FRE`	`@0 Eau surface @5 08`
C03	`05`	`2`	`ENG`	`@0 surface water @5 08`
C03	`05`	`2`	`SPA`	`@0 Agua superficie @5 08`
C03	`06`	`2`	`FRE`	`@0 Sol @5 09`
C03	`06`	`2`	`ENG`	`@0 soils @5 09`
C03	`06`	`2`	`SPA`	`@0 Suelo @5 09`
C03	`07`	`2`	`FRE`	`@0 Conductivité hydraulique @5 10`
C03	`07`	`2`	`ENG`	`@0 hydraulic conductivity @5 10`
C03	`07`	`2`	`SPA`	`@0 Conductividad hidráulica @5 10`
C03	`08`	`2`	`FRE`	`@0 Saturation @5 12`
C03	`08`	`2`	`ENG`	`@0 saturation @5 12`
C03	`08`	`2`	`SPA`	`@0 Saturación @5 12`
C03	`09`	`2`	`FRE`	`@0 Solution @5 14`
C03	`09`	`2`	`ENG`	`@0 solution @5 14`
C03	`10`	`2`	`FRE`	`@0 Biosphère @5 16`
C03	`10`	`2`	`ENG`	`@0 biosphere @5 16`
C03	`10`	`2`	`SPA`	`@0 Biosfera @5 16`
C03	`11`	`2`	`FRE`	`@0 Sorption @5 17`
C03	`11`	`2`	`ENG`	`@0 sorption @5 17`
C03	`11`	`2`	`SPA`	`@0 Sorción @5 17`
C03	`12`	`2`	`FRE`	`@0 Densité apparente @5 18`
C03	`12`	`2`	`ENG`	`@0 bulk density @5 18`
C06				`@0 ILS`
N21				`@1 273`
N82				`@1 PSI`

Format Inist (serveur)

NO :	PASCAL 02-0472539 INIST
ET :	Infiltration under constant head and falling head conditions
AU :	ELRICK (D. E); ANGULO-JARAMILLO (R.); FALLOW (D. J.); REYNOLDS (W. D.); PARKIN (G. W.); RAATS (Peter A. C.); SMILES (David); WARRICK (Arthur W.)
AF :	Department of Land Resource Science, University of Guelph/Guelph, ON/Canada (1 aut., 3 aut., 5 aut.); Laboratoire d'édute des Transferts en Hydrologie et Environnement (UMR 5564 CNRS, UJF, INPG, IRD)/Grenoble/France (2 aut.); Greenhouse and Processing Crops Research Centre, Agriculture and Agri-Food Canada/Harrow, ON/Canada (4 aut.); Wageningen University and Research Centre/Wageningen/Pays-Bas (1 aut.); CSIRO Land and Water/Canberra/Australie (2 aut.); Department of Soil, Water and Environmental Science, University of Arizona/Tucson, Arizona/Etats-Unis (3 aut.)
DT :	Publication en série; Niveau analytique
SO :	Geophysical monograph; ISSN 0065-8448; Coden GPMGAD; Etats-Unis; Da. 2002; Vol. 129; Pp. 47-53; Bibl. 11 ref.
LA :	Anglais
EA :	Prediction of the infiltration of water into field soils requires knowledge of the field-saturated hydraulic conductivity and a second parameter, such as the matric flux potential (corresponding to field saturation), or the Green and Ampt wetting-front pressure head, or the alpha parameter. Analytical solutions of 1-D infiltration under both constant and falling-head conditions are reviewed and several new solutions are developed based on the Green and Ampt assumptions. A laboratory experiment using the falling head technique is analyzed using several approximate analytical solutions.
CC :	226A01; 001E01N01
FD :	Etude laboratoire; Etude expérimentale; Infiltration; Prévision; Eau surface; Sol; Conductivité hydraulique; Saturation; Solution; Biosphère; Sorption; Densité apparente
ED :	laboratory studies; experimental studies; infiltration; prediction; surface water; soils; hydraulic conductivity; saturation; solution; biosphere; sorption; bulk density
SD :	Infiltración; Previsión; Agua superficie; Suelo; Conductividad hidráulica; Saturación; Biosfera; Sorción
LO :	INIST-8310.354000109115440040
ID :	02-0472539

Links to Exploration step

Pascal:02-0472539

Le document en format XML

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<term>laboratory studies</term>
<term>prediction</term>
<term>saturation</term>
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<term>sorption</term>
<term>surface water</term>
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<front><div type="abstract" xml:lang="en">Prediction of the infiltration of water into field soils requires knowledge of the field-saturated hydraulic conductivity and a second parameter, such as the matric flux potential (corresponding to field saturation), or the Green and Ampt wetting-front pressure head, or the alpha parameter. Analytical solutions of 1-D infiltration under both constant and falling-head conditions are reviewed and several new solutions are developed based on the Green and Ampt assumptions. A laboratory experiment using the falling head technique is analyzed using several approximate analytical solutions.</div>
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<fA15 i1="03"><s1>Department of Soil, Water and Environmental Science, University of Arizona</s1>
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<fC01 i1="01" l="ENG"><s0>Prediction of the infiltration of water into field soils requires knowledge of the field-saturated hydraulic conductivity and a second parameter, such as the matric flux potential (corresponding to field saturation), or the Green and Ampt wetting-front pressure head, or the alpha parameter. Analytical solutions of 1-D infiltration under both constant and falling-head conditions are reviewed and several new solutions are developed based on the Green and Ampt assumptions. A laboratory experiment using the falling head technique is analyzed using several approximate analytical solutions.</s0>
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<s5>08</s5>
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<fC03 i1="06" i2="2" l="FRE"><s0>Sol</s0>
<s5>09</s5>
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<fC03 i1="06" i2="2" l="ENG"><s0>soils</s0>
<s5>09</s5>
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<fC03 i1="06" i2="2" l="SPA"><s0>Suelo</s0>
<s5>09</s5>
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<s5>10</s5>
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<fC03 i1="07" i2="2" l="ENG"><s0>hydraulic conductivity</s0>
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<fC03 i1="08" i2="2" l="SPA"><s0>Saturación</s0>
<s5>12</s5>
</fC03>
<fC03 i1="09" i2="2" l="FRE"><s0>Solution</s0>
<s5>14</s5>
</fC03>
<fC03 i1="09" i2="2" l="ENG"><s0>solution</s0>
<s5>14</s5>
</fC03>
<fC03 i1="10" i2="2" l="FRE"><s0>Biosphère</s0>
<s5>16</s5>
</fC03>
<fC03 i1="10" i2="2" l="ENG"><s0>biosphere</s0>
<s5>16</s5>
</fC03>
<fC03 i1="10" i2="2" l="SPA"><s0>Biosfera</s0>
<s5>16</s5>
</fC03>
<fC03 i1="11" i2="2" l="FRE"><s0>Sorption</s0>
<s5>17</s5>
</fC03>
<fC03 i1="11" i2="2" l="ENG"><s0>sorption</s0>
<s5>17</s5>
</fC03>
<fC03 i1="11" i2="2" l="SPA"><s0>Sorción</s0>
<s5>17</s5>
</fC03>
<fC03 i1="12" i2="2" l="FRE"><s0>Densité apparente</s0>
<s5>18</s5>
</fC03>
<fC03 i1="12" i2="2" l="ENG"><s0>bulk density</s0>
<s5>18</s5>
</fC03>
<fC06><s0>ILS</s0>
</fC06>
<fN21><s1>273</s1>
</fN21>
<fN82><s1>PSI</s1>
</fN82>
</pA>
</standard>
<server><NO>PASCAL 02-0472539 INIST</NO>
<ET>Infiltration under constant head and falling head conditions</ET>
<AU>ELRICK (D. E); ANGULO-JARAMILLO (R.); FALLOW (D. J.); REYNOLDS (W. D.); PARKIN (G. W.); RAATS (Peter A. C.); SMILES (David); WARRICK (Arthur W.)</AU>
<AF>Department of Land Resource Science, University of Guelph/Guelph, ON/Canada (1 aut., 3 aut., 5 aut.); Laboratoire d'édute des Transferts en Hydrologie et Environnement (UMR 5564 CNRS, UJF, INPG, IRD)/Grenoble/France (2 aut.); Greenhouse and Processing Crops Research Centre, Agriculture and Agri-Food Canada/Harrow, ON/Canada (4 aut.); Wageningen University and Research Centre/Wageningen/Pays-Bas (1 aut.); CSIRO Land and Water/Canberra/Australie (2 aut.); Department of Soil, Water and Environmental Science, University of Arizona/Tucson, Arizona/Etats-Unis (3 aut.)</AF>
<DT>Publication en série; Niveau analytique</DT>
<SO>Geophysical monograph; ISSN 0065-8448; Coden GPMGAD; Etats-Unis; Da. 2002; Vol. 129; Pp. 47-53; Bibl. 11 ref.</SO>
<LA>Anglais</LA>
<EA>Prediction of the infiltration of water into field soils requires knowledge of the field-saturated hydraulic conductivity and a second parameter, such as the matric flux potential (corresponding to field saturation), or the Green and Ampt wetting-front pressure head, or the alpha parameter. Analytical solutions of 1-D infiltration under both constant and falling-head conditions are reviewed and several new solutions are developed based on the Green and Ampt assumptions. A laboratory experiment using the falling head technique is analyzed using several approximate analytical solutions.</EA>
<CC>226A01; 001E01N01</CC>
<FD>Etude laboratoire; Etude expérimentale; Infiltration; Prévision; Eau surface; Sol; Conductivité hydraulique; Saturation; Solution; Biosphère; Sorption; Densité apparente</FD>
<ED>laboratory studies; experimental studies; infiltration; prediction; surface water; soils; hydraulic conductivity; saturation; solution; biosphere; sorption; bulk density</ED>
<SD>Infiltración; Previsión; Agua superficie; Suelo; Conductividad hidráulica; Saturación; Biosfera; Sorción</SD>
<LO>INIST-8310.354000109115440040</LO>
<ID>02-0472539</ID>
</server>
</inist>
</record>

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Infiltration under constant head and falling head conditions

Infiltration under constant head and falling head conditions

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