Stochastic model for posttillage soil pore space evolution

Citation
D. Or et al., Stochastic model for posttillage soil pore space evolution, WATER RES R, 36(7), 2000, pp. 1641-1652
Citations number
46
Categorie Soggetti
Environment/Ecology,"Civil Engineering
Journal title
WATER RESOURCES RESEARCH
ISSN journal
00431397 → ACNP
Volume
36
Issue
7
Year of publication
2000
Pages
1641 - 1652
Database
ISI
SICI code
0043-1397(200007)36:7<1641:SMFPSP>2.0.ZU;2-E
Abstract
Tillage operations disrupt surface layers of agricultural soils, creating a loosened structure with a substantial proportion of interaggregate porosit y that enhances liquid and gaseous exchange properties favorable for plant growth. Unfortunately, such desirable soil tilth is structurally unstable a nd is susceptible to change by subsequent wetting and drying processes and other mechanical stresses that reduce total porosity and modify pore size d istribution (PSD). Ability to model posttillage dynamics of soil pore space and concurrent changes in hydraulic properties is important for realistic predictions of transport processes through this surface layer. We propose a stochastic modeling framework that couples the probabilistic nature of por e space distributions with physically based soil deformation models using t he Fokker-Planck equation (FPE) formalism. Three important features of soil pore space evolution are addressed: (1) reduction of the total porosity, ( 2) reduction of mean pore radius, and (3) changes in the variance of the PS D. The proposed framework may be used to provide input to hydrological mode ls concerning temporal variations in near-surface soil hydraulic properties . In a preliminary investigation of this approach we link a previously prop osed mechanistic model of soil aggregate coalescence to the stochastic FPE framework to determine the FPE coefficients. An illustrative example is pre sented which describes changes in interaggregate pore size due to wetting-d rying cycles and the resulting effects on dynamics of the soil water charac teristic curve and hydraulic conductivity functions.