Flux-based estimation of field capacity

Authors
Citation
Pd. Meyer et Gw. Gee, Flux-based estimation of field capacity, J GEOTECH G, 125(7), 1999, pp. 595-599
Citations number
15
Categorie Soggetti
Civil Engineering
Journal title
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING
ISSN journal
10900241 → ACNP
Volume
125
Issue
7
Year of publication
1999
Pages
595 - 599
Database
ISI
SICI code
1090-0241(199907)125:7<595:FEOFC>2.0.ZU;2-K
Abstract
Field capacity has been defined as the water content at which the drainage flux from a soil ceases, or becomes negligible. Field capacity is most comm only estimated as the water content at a pressure head of 1/3 bar, which ig nores its flux-based nature. A number of authors have proposed estimating f ield capacity as the water content at a given (negligible) flux, assuming u nit gradient conditions. This flux-based method of estimating field capacit y is discussed and the differences between this method and the more common pressure-based method are illustrated. The drainage flux considered to be n egligible will depend on the particular application; values between 10(-6) and 10(-8) cm/s were considered here. The observed differences in field cap acity resulting from the negligible flux range considered produce significa nt differences in the available water capacity. These differences directly impact the calculated drainage. The effect of available water capacity on t he water budget for waste disposal facility covers at an arid and humid sit e was illustrated using the HELP code. At the arid site, drainage decreased by a factor of 4 (from 25 to 6 mm/year) as the available water capacity in creased from 0.101 to 0.199. At the;humid site, drainage decreased from 190 to 173 mm/year over the same range of available water capacity. Finally, a simple procedure for the determination of an appropriate value for the neg ligible flux is discussed. Analysis of data from a lysimeter at Coshocton, Ohio, indicated that field capacity for the lysimeter soils was associated with a negligible drainage flux of about 3 x 10(-7) cm/s.