Time domains for early-time and steady-state pressure infiltrometer data

Soil Science Society of America Journal

Volumn 60, Issue 6, 1996, Pages 1713-1717

  Groenevelt, P H ^a   Odell, B P ^a   Elrick, D E ^a  

^a UNIVERSITY OF GUELPH   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

CAPILLARY FORCE; CLAY LINER; HYDRAULIC CONDUCTIVITY; INFILTROMETER; LANDFILL; SOIL WATER;

EID: 0030299090     PISSN: 03615995     EISSN: None     Source Type: Journal    
DOI: 10.2136/sssaj1996.03615995006000060015x     Document Type: Article

References (7)

1. Elrick, D.E., G.W. Parkin, W.D. Reynolds, and D.J. Fallow. 1995. Analysis of early-time and steady-state single ring infiltration under falling head conditions. Water Resour. Res. 31:1883-1893.
2. Elrick, D.E., and W.D. Reynolds. 1992. Infiltration from constanthead well permeameters and infiltrometers. p. 1-24. In C.G. Topp et al. (ed.) Advances in measurement of soil physical properties: Bringing theory into practice. SSSA Spec. Publ. 30. SSSA, Madison, WI.
3. Freeze, R.A. 1994. Henry Darcy and the fountains of Dijon. Ground Water 32:23-30.
4. Knight, J.H. 1983. Infiltration functions from exact and approximate solutions of Richards' equation. ASAE Publ. Ser. 11. 83:24-33.
5. Philip, J.R. 1969. Theory of infiltration. p. 215-296. In Advances in Hydroscience. Vol. 5. Academic Press Inc., New York.
6. Reynolds, W.D., and D.E. Elrick. 1990. Ponded infiltration from a single ring: I. Analysis of steady flow. Soil Sci. Soc. Am. J. 54: 1233-1241.
7. White, I., and M.J. Sully. 1987. Macroscopic and microscopic capillary length and time scales from field infiltration. Water Resour. Res. 23:1514-1522.