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A. Heijs, J. Lange, J. Schoute, J. Bouma (1995)
Computed tomography as a tool for non-destructive analysis of flow patterns in macroporous clay soils.Geoderma, 64
Jiang Li, D. Helm (1998)
Viscous drag, driving forces, and their reduction to Darcy's LawWater Resources Research, 34
P. Germann, L. Dipietro (1996)
When is porous-media flow preferential? A hydromechanical perspectiveGeoderma, 74
(1992)
Simulation of water and chemicals in maCrøporous soils, I, Representation of the equivalent macropore influen ce and its effect o n soil water flow
(1990)
Preferential flow and .the generation of rUnoff, 1, Boundary-laye r flow theory, water
Snow strUcture, heat and mass flux through snow
(1982)
On subsurface storm flow : Predictions with simple kinematic wave theory for saturated and unsaturated flows , Water Re - sour
P. Germann (1990)
Preferential Flow and the Generation of Runoff: 1. Boundary Layer Flow TheoryWater Resources Research, 26
Roger Smith (1983)
Approximate Soil Water Movement by Kinematic Characteristics1Soil Science Society of America Journal, 47
Burdine Burdine (1953)
Relative permeability calculations from pore size distribution dataTrans. Am. Inst. Min. Metall. Pet. Eng., 198
R. Brooks, A. Corey (1963)
Hydraulic properties of porous media
P. Germann (1985)
Kinematic Wave Approach to Infiltration and Drainage into and from Soil MacroporesTransactions of the ASABE, 28
R. Radulovich, P. Baveye, P. Sollins, E. Solorzano (1992)
Bypass Water Flow through Unsaturated Microaggregated Tropical SoilsSoil Science Society of America Journal, 56
P. Germann, M. Anderson, T. Burt (1990)
Macropores and hydrologic hillslope processes.
Zur •amik der Sicke rwas-• serbewegung in ehem Lysimeter: Ergebnisse.eines Tracerversuches
Hans-Jörg Vogel (1997)
Morphological determination of pore connectivity as a function of pore size using serial sectionsEuropean Journal of Soil Science, 48
J. Bear, Y. Bachmat (1990)
Introduction to Modeling of Transport Phenomena in Porous Media
(1992)
Bypass flow through unsaturated microaggregated tropical soils
K. Roth, R. Schulin, H. Flühler, W. Attinger (1990)
Calibration of time domain reflectometry for water content measurement using a composite dielectric approachWater Resources Research, 26
J. Sisson, A. Ferguson, M. Genuchten (1980)
Simple Method for Predicting Drainage from Field Plots1Soil Science Society of America Journal, 44
N. Burdine (1953)
Relative Permeability Calculations From Pore Size Distribution DataJournal of Petroleum Technology, 5
A. Alaoui, P. Germann, Ľ. Lichner, V. Novák (1997)
Preferential transport of water and 131 Iodide in a clay loam assessed with TDR-techniques and boundary-layer flow theoryHydrology and Earth System Sciences, 1
R. Charbeneau (1984)
Kinematic Models for Soil Moisture and Solute TransportWater Resources Research, 20
S. Colbeck (1974)
Water Flow Through Snow Overlying an Impermeable BoundaryWater Resources Research, 10
(1931)
Capillary conduction of liquids in porous mediums
L. Richards (1931)
Capillary conduction of liquids through porous mediumsPhysics, 1
C. Case (1994)
Physical Principles of Flow in Unsaturated Porous Media
INRA-Station de la Science du Sol
P. Germann (1987)
The three modes of water flow through a vertical pipeSoil Science, 144
C. Chen, R. Wagenet (1992)
Simulation of water and chemicals in macropore soils Part 1. Representation of the equivalent macropore influence and its effect on soilwater flowJournal of Hydrology, 130
K. Hollenbeck, K. Jensen (1998)
Experimental evidence of randomness and nonuniqueness in unsaturated outflow experiments designed for hydraulic parameter estimationWater Resources Research, 34
D. Ressler, R. Horton, G. Kluitenberg (1998)
LABORATORY STUDY OF ZONAL MANAGEMENT EFFECTS ON PREFERENTIAL SOLUTE MOVEMENT IN SOIL1Soil Science, 163
P. Germann, L. Dipietro, V. Singh (1997)
Momentum of flow in soils assessed with TDR-moisture readingsGeoderma, 80
F. Homma (1969)
A Viscous Fluid Model for Demonstration of Groundwater Flow To Parallel DrainsSoil Science Society of America Journal
K. Beven (1982)
On subsurface stormflow: Predictions with simple kinematic theory for saturated and unsaturated flowsWater Resources Research, 18
L. Pietro, F. Lafolie (1991)
Water flow characterization and test of a kinematic-wave model for macropore flow in a highly contrasted and irregular double-porosi mediumEuropean Journal of Soil Science, 42
K. Kung (1990)
Preferential flow in a sandy vadose zone: 1. Field observationGeoderma, 46
J. Parlange (1982)
Simple Method for Predicting Drainage from Field PlotsSoil Science Society of America Journal, 46
Momentum dissipation may dominate flow in soils over a considerable distance when input rate and antecedent soil moisture are high enough and when adequate soil structures are present. The concept is derived from momentum balance. It is applied to drainage flow from a column of undisturbed soil and a weighing lysimeter and to water content variations at five depths due to sprinkling. Momentum of input is much lower than momentum during flow in the soil; however, the former is considered important in triggering momentum dissipation within the profile. Drainage flow at a depth of 2.2 m shows flow completely dominated by momentum dissipation, whereas momentum of flow within the soil profile increases with depth, indicating acceleration over a vertical distance from 0.15 to 0.55 m. The Reynolds numbers show laminar flow in all cases.
Water Resources Research – Wiley
Published: May 1, 1999
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