Experimental Validation of an Method for In Situ Estimation of Hydraulic Conductivity of Water Treatment Granular Materials

被引:3
作者
Bouteldja F. [1 ]
Breul P. [1 ]
Boissier D. [1 ]
机构
[1] LaMI-Laboratoire de Mécanique et Ingénieries, 63174 Aubière Cedex
关键词
Hydraulic conductivity; In situ method; Predictive equations; Water treatment materials;
D O I
10.1007/s10706-011-9433-x
中图分类号
学科分类号
摘要
Domestic wastewater-treatment system is today a widely held technique. In order to evaluate the efficiency of these systems, it is necessary to determinate the in situ hydraulic conductivity of the water-treatment granular materials constituting them. The in situ measurement of the hydraulic conductivity of soils has proven to be imprecise, take a long time. Empirical equations based on the physical properties of soil have been proposed to overcome these difficulties. In this context, the originality of this paper is to propose an in situ method to obtain reliable input parameters for the predictive equations of Chapuis (Can Geotech J 41(5): 787-795, 2004) and Carrier (J Geotech Geoenviron Eng 129(11): 1054-1056, 2003) by using both a penetrometer and a geoendoscope. This method is described in the first part of this paper. Then, the validation of the method based on laboratory tests performed under controlled conditions for three kinds of soils is presented. Hydraulic conductivity obtained when applying the method is compared to that measured by a Darcy permeameter. The difference between these two hydraulic conductivities is less than 25%. Finally, the precision of the results is discussed. © 2011 Springer Science+Business Media B.V.
引用
收藏
页码:1009 / 1021
页数:12
相关论文
共 49 条
[1]  
Standard Test Method for Permeability of Granular Soils (Constant Head) (D2434), (2002)
[2]  
Standard Guide For Comparison of Field Methods For Determining Hydraulic Conductivity In the Vadose Zone, (2004)
[3]  
Aubertin M., Bussiere B., Chapuis R.P., Hydraulic conductivity of homogenized tailings from hard rock mines, Can Geotech J, 33, pp. 470-482, (1996)
[4]  
Benjamin R., Cornell C.A., Probability Statistics and Decision for Civil Engineers, (1970)
[5]  
Besancon P., Frigot P., Lafaye J.M., Lafaye A., Comparaison des mesures granulométriques par tamisage et microscopie, optique-Statistique des mésodiamètres, Sci Tech Pharm, 1, 6, pp. 508-515, (1985)
[6]  
Besancon P., Lafaye A., Fosse-Lemarchand B., Granulométrie par croisement de la microscopie et du tamisage, Bull liais, LCPC, 157, pp. 47-55, (1988)
[7]  
Boadu F.K., Hydraulic conductivity of soils from grain-size distribution: new models, J Geotech Geoenviron Eng, 126, 8, pp. 739-746, (2000)
[8]  
Bourrier J., La mesure des caractéristiques hydrodynamiques des sols par la méthode Vergière, Bull Techn Gén Rur, 73, (1964)
[9]  
Bouteldja F., Diagnostic En Place Et Prévision De L'évolution D'un Système D'assainissement Non Collectif, (2009)
[10]  
Boutwell G.P., Tsai C.N., The two stage field permeability test for clay liners, Geotech News, 10, 2, pp. 32-34, (1992)