Unsaturated drainage layers for diversion of infiltrating water

Journal of Irrigation and Drainage Engineering

Volumn 123, Issue 5, 1997, Pages 364-366

  Stormont, John C ^a   Morris, Carl E ^b,c  

^a University of New Mexico   (United States)

^b UNIVERSITY OF WOLLONGONG   (Australia)

^c ASCE ^*

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER SIMULATION; FLOW OF WATER; INFILTRATION; MOISTURE; PORE PRESSURE; SAND;

UNSATURATED DRAINAGE LAYERS;

DRAINAGE;

DRAINAGE; INFILTRATION; SOIL;

DRAINAGE SYSTEM; VADOSE ZONE;

EID: 0031227395     PISSN: 07339437     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9437(1997)123:5(364)     Document Type: Article

References (6)

1. Miyazaki, T. (1988). "Water flow in unsaturated soil in layered slopes." J. Hydrol., 102, 201-214.
2. Morris, C. E., and Stormont, J. C. (1997a). "Capillary barriers and sub-title D covers: estimating equivalency." J. Envir. Engrg., ASCE, 123(1), 3-10.
3. Morris, C. E., and Stormont, J. C. (1997b). "Numerical simulations of capillary barrier field tests." Proc., 1997 Int. Containment Technol. Conf, St. Petersburg, Fla.
4. Nyhan, J. W., Hakonson, T. E., and Drennon, B. J. (1990). "A water balance study of two landfill cover designs for semiarid regions." J. Envir. Quality, 19(2), 281-288.
5. Stormont, J. C. (1995). "The performance of two capillary barriers during constant infiltration." Landfill closures, geotechnical special publication No 53, Dunn and Singh, eds., ASCE, New York, N.Y., 77-92.
6. Stormont, J. C. (1996). "The effectiveness of two capillary barriers on a 10% grade." Geotech. Geol. Engrg., 14, 243-267.