Rate, kinetic energy and momentum of preferential flow estimated from in situ water content measurements

Preferential flow needs self-dependent fluid mechanical characterization and quantification. A theoretical and experimental approach is presented to describe preferential flow with the three variables volume of flowing water and its kinetic energy and momentum. Two soils were irrigated at rates of 50, 75 and 100 mm hour -1 at one site and three times at 100 mm hour -1 at a second site. The variations of soil water content caused by irrigation were measured at five depths with horizontally installed TDR wave guides at 300-s intervals. The volume flux densities were calculated from the water balances. The computation of momentum and kinetic energy of preferential flow was based on the velocities of the wetting fronts and the amplitudes of the variations of soil water. Kinetic energy per unit volume of flow in the soil exceeds the one of irrigation by factors between 100 and 1000, which indicates concentration of flow. However, kinetic energy per unit volume of flow in the soil is less by factors of 10 6 to 10 8 than the capillary potential of soil water. Kinetic energy per unit volume of flow seems a reasonable variable for discriminating between preferential and ordinary flow at a threshold of 2 x 10 -6 Pa.

[1]  Garrison Sposito,et al.  The “physics” of soil water physics , 1986 .

[2]  J. Hendrickx,et al.  Stability analysis of the unsaturated water flow equation: 2. Experimental verification , 2001 .

[3]  Johan Bouma,et al.  A CASE STUDY ON INFILTRATION INTO DRY CLAY SOIL I. MORPHOLOGICAL OBSERVATIONS , 1978 .

[4]  Jan M. H. Hendrickx,et al.  Unstable Wetting Fronts in Water-Repellent Field Soils , 1993 .

[5]  Wolfgang Polasek EDA Explorative Datenanalyse , 1994 .

[6]  R. Wagenet,et al.  Simulation of water and chemicals in macropore soils Part 1. Representation of the equivalent macropore influence and its effect on soilwater flow , 1992 .

[7]  Jan M. H. Hendrickx,et al.  Preferential flow mechanism in a water repellent sandy soil , 1993 .

[8]  A. Pearce,et al.  Storm runoff generation in humid headwater catchments 1 , 1986 .

[9]  Tammo S. Steenhuis,et al.  Wetting front instability: 2. Experimental determination of relationships between system parameters and two‐dimensional unstable flow field behavior in initially dry porous media , 1989 .

[10]  Peter F. Germann,et al.  Kinematic Wave Approach to Infiltration and Drainage into and from Soil Macropores , 1985 .

[11]  S. Colbeck,et al.  A Theory of Water Percolation in Snow , 1972, Journal of Glaciology.

[12]  K. Kung,et al.  Preferential flow in a sandy vadose zone: 1. Field observation , 1990 .

[13]  W. Stone,et al.  Stability analysis of the unsaturated water flow equation: 1. Mathematical derivation , 2001 .

[14]  Liliana Di Pietro,et al.  Scales and dimensions of momentum dissipation during preferential flow in soils , 1999 .

[15]  K. Beven,et al.  Macropores and water flow in soils , 1982 .

[16]  K. Abbaspour,et al.  Model comparison of flow through a municipal solid waste incinerator ash landfill , 2001 .

[17]  R. Schulin,et al.  Calibration of time domain reflectometry for water content measurement using a composite dielectric approach , 1990 .

[18]  M. Lighthill,et al.  On kinematic waves I. Flood movement in long rivers , 1955, Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences.