References
- Bear , J. 1972 . Dynamics of Fluids in Porous Media , New York : Dover Publication, Inc .
- Brakensiek , D. L. 1977 . Estimating the Effective Capillary Pressure in the Green and Ampt Infiltration Equation . Water Resour. Res. , 13 ( 3 ) : 680 – 682 .
- Brakensiek , D. L. 1979 . Comments on ‘Empirical Equations for Some Soil Hydraulic Properties’by Roger B. Clapp and George M. Hornberger . Water Resour. Res. , 15 ( 4 ) : 989 – 990 .
- Cosby , B. J. , Hornberger , G. M. , Clapp , R. B. and Ginn , T. R. 1984 . A Statistical Exploration of the Relationships of Soil Moisture Characteristics to the Physical Properties of Soil . Water Resour. Res. , 20 ( 6 ) : 682 – 690 .
- Decreto ministeriale 25 ottobre 1999, n°471 (1999). Regolamento recante criteri, procedure e modalità per la messa in sicurezza, la bonifica e il ripristino ambientale dei siti inquinati, ai sensi dell'articolo 17 del decreto legislativo 5 febbraio 1997 n°22 e successive modifiche ed integrazioni. Gazzetta ufficiale n°293 del 15-12-1999 (Supplemento ordinario n°218)
- De Marsily , G. 1986 . Quantitative Hydrogeology , Academic Press .
- McCuen , R. H. , Rawls , W. J. and Braqkensiek , D. L. 1981 . Statistical Analysis of the Brooks-Corey and the Green-Ampt Parameters across Soil Textures . Water Resour. Res. , 17 ( 4 ) : 1005 – 1013 .
- Morel-Seytoux , H. J. Unsaturated Flow in Hydrologic Modeling . Theory and Practice, NATO ASI Series. Series C: Mathematical and Physical Sciences . Vol. 275 , Kluwer Academic Publishers .
- Pantazidou , M. and Sitar , N. 1993 . Emplacement of Nonaqueous Liquids in the Vadose Zone . Water Resour. Res. , 29 ( 3 ) : 705 – 722 .
- Reible , D. D. , Illanasekare , T. H. , Dosh , D. V. and Malhiet , M. E. 1990 . Infiltration of Immiscible Contaminants in the Unsaturated Zone . Ground Water , 25 ( 5 )
- Weaver , J. W. , Charbeneau , R. J. and Lien , B. K. 1994 . A Screening Model for Nonaqueous Phase Liquid Transport in the Vadose Zone using Green-Ampt and Kinematic Wave Theory . Water Resour. Res. , 30 ( 1 ) : 93 – 105 .