Soil Water Desorption and Imbibition

Author(s):  
W Reynolds ◽  
G Clarke Topp
Keyword(s):  
2012 ◽  
Vol 76 (2) ◽  
pp. 342-349 ◽  
Author(s):  
Hui Liu ◽  
Zhaoqiang Ju ◽  
Jörg Bachmann ◽  
Robert Horton ◽  
Tusheng Ren
Keyword(s):  

1979 ◽  
Vol 59 (1) ◽  
pp. 19-26 ◽  
Author(s):  
G. C. TOPP ◽  
W. ZEBCHUK

An improved technique for measuring soil water desorption curves of a large number of soil cores was tested. A procedure for improving contact between the soil and a "tension medium" resulted in rapid extraction of water from 7.6 × 7.6-cm cores at pressure heads from 0 to −500 cm of water. The data for clay and sandy loam cores showed that equilibrium was reached in less than 200 h at all pressure heads. The "tension medium," used essentially as a large porous plate, was carefully chosen with a narrow pore size distribution. This provided a high hydraulic conductivity and high air-entry values, both necessary for efficient desorption over the pressure head range 0 to −500 cm of water. A tensiometer-pressure transducer combination for establishing equilibration time proved more reliable than the traditional weight-loss criterion. The consistency and reproducibility of desorption curves was demonstrated using data for hysteretic loops as well as standard deviations of water contents at each pressure head on similar soils.


1983 ◽  
Vol 63 (4) ◽  
pp. 697-703 ◽  
Author(s):  
R. DE JONG

A procedure is described by which the soil water desorption curve, modeled as a power curve, can be approximated from a limited number of measured water contents at specific tensions. Applicability of the model was tested on 90 soils. The results indicated that measurements at the two extremes were the most important, if only two water contents were measured. The best results were obtained when the curve was fitted through three measured water contents, respectively, at saturation, at an intermediate (5.0–35.0 kPa) tension and at a high (1500.0 kPa) tension. Key words: Soil water desorption curves, limited data, power curve


1998 ◽  
Vol 78 (2) ◽  
pp. 331-344 ◽  
Author(s):  
Julie L. Roy ◽  
William B. McGill

We characterized some of the physical, chemical, and microbiological properties of soils that have become severely water-repellent and disaggregated several years or decades following oil contamination. A growing number of patches (usually <2 ha) of disaggregated water-repellent soils have recently been discovered throughout the province of Alberta at 20 to 50-yr-old crude oil spill sites. The disaggregated water-repellent soil is usually confined to a dry and powdery surface layer 10 to 15 cm deep, which no longer smells, feels, or looks like it contains any oil. These soils appear to have permanently lost the ability to support plant growth and recover through natural processes. We analyzed samples of disaggregated water-repellent and adjacent normal soils from three old crude oil spill sites to provide a background set of information about these poorly known soils and assist in the development of hypotheses concerning the development and persistence of soil water repellency and structural degradation. Compared with normal adjacent soils, disaggregated nonwettable soils are characterized by: (1) a strong resistance to wetting, as determined by the molarity of ethanol droplet (MED) test; (2) a smaller population of viable and culturable microorganisms, which contains at least some representatives from nonspore-forming bacterial genera; (3) a high content of mineral N and total C, a comparable pH and ratio of exchangeable cations, but a lower cation exchange capacity; (4) a slightly lower clay content, as determined by the Bouyoucos hydrometer method; (5) a comparable water desorption behaviour following forced saturation with water; (6) dry aggregates of a smaller mean weight diameter (MWD), as determined by dry sieving and scanning electron miscroscopic (SEM) analyses; (7) slightly less pronounced thermal reactions when heated up to 525 °C, as determined by differential thermal analyses (DTA); and (8) a reduced ability to support plant growth. From these observations, we infer that disaggregated water-repellent soils found at old crude oil spill sites do not differ appreciably from normal adjacent soils in terms of their inorganic chemistry. Nonwettable and adjacent wettable soils differ mostly in terms of some physical and biological characteristics, which probably stem from differences in the quality of the organic matter they contain. Key words: Crude oil spills, petroleum hydrocarbons, soil water repellency, soil disaggregation, soil hydrophobicity


Soil Research ◽  
1999 ◽  
Vol 37 (1) ◽  
pp. 33 ◽  
Author(s):  
M. D. Tomer ◽  
M. D. Tomer

In soil-water modelling, hydraulic parameters must be chosen carefully to simulate water fluxes accurately. This study aimed to parameterise the Soil Water Infiiltration and Movement (SWIM) model for sandy volcanic soils that are irrigated with wastewater from Rotorua, New Zealand. Three plots 1·5 by 1·5 m were dyked, flooded until soils approached saturation, and then covered to prevent evaporation. Water-content measurements were taken to 1 m depth during 20 days of drainage. For each profile, this drainage process was simulated using 9 combinations of hydraulic conductivity [K(θ)] and soil water desorption θ(ψ) parameters. The θ(ψ) parameters were fitted with different ranges of desorption data, using Campbell’s approach. K(θ) parameters were obtained from flow measurements using soil cores or disc permeameters, through use of Campbell’s method, and by applying a unit-gradient analysis to the drainage data. Model output was compared with measured water contents graphically and statistically. Several combinations of parameters provided good agreement between simulated and observed data, but no single combination gave the best prediction for all 3 profiles. Campbell’s approach to determine the slope of K(θ) function provided excellent agreement for 2 of the profiles. In the third profile, a nearly steady water content during drainage at 1 m depth was closely simulated using parameters from the unit gradient approach. Total measured drainage ranged between 8·6 and 15·9 cm amongst the 3 profiles. Results provide 3 parameterised profiles for modelling water movement in these soils, which receive >4000 mm of rainfall and irrigation annually.


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