Experimental setup for the study of soil vapor extraction: a practical approach to determine sorption effect

1998 ◽  
Vol 37 (8) ◽  
pp. 169-176 ◽  
Author(s):  
J. M. Rodríguez-Maroto ◽  
C. Gómez-Lahoz ◽  
C. Vereda-Alonso ◽  
F. García-Herruzo ◽  
R. A. García-Delgado

Soil Vapor Extraction is one of the most used in situ technologies for the removal of volatile contaminants from the vadose zone. Development of mathematical models and validation with field results has improved the understanding of processes occurring during remediation. One of the most important is the transport of the contaminants from the different phases present in the soil to the gaseous one which is governed by thermodynamic and kinetic laws. In this work, the analysis of the response curves to Dirac pulses in soil columns for the determination of both the thermodynamic and kinetic parameters is considered. Results obtained for sand columns with typical gasoline and solvent compounds are presented. This analytical technique does not require long periods of time, is sensitive to relatively low partition coefficients, and reproduces closely the actual soil conditions so any kinetic limitations that may appear during operation should be observable in these experiments.

1994 ◽  
Vol 29 (13) ◽  
pp. 1645-1671 ◽  
Author(s):  
David J. Wilson ◽  
José M. RodríGuez-Maroto ◽  
César Goamez-Lahoz

2014 ◽  
Vol 34 (2) ◽  
pp. 71-84 ◽  
Author(s):  
M. Oostrom ◽  
M.J. Truex ◽  
A.K. Rice ◽  
C.D. Johnson ◽  
K.C. Carroll ◽  
...  

This mixed boundary-value problem gives rise to a set of dual integral equations which have not hitherto been solved. Four cases are analysed: the vertical translation and rotation about an axis normal to the surface of a rigid circular body and the vertical translation and rocking of an infinitely long rigid rectangular body. The dynamic stress distributions under the rigid bodies are determined and are shown to reduce to the known static distributions for zero frequency factors. The dual integral equations are solved by a series of expansion procedures. The calculated response curves for translation and rotation of a rigid circular body are compared with the experimental results by Arnold, By croft & Warburton (1955) and are shown to be an improvement over other approximate theories. A suggestion is made for using the results of this analysis for the determination of the dynamic elastic properties of a soil in situ .


Sign in / Sign up

Export Citation Format

Share Document