Reexamination of the Field Capacity Concept in a Brazilian Oxisol

被引:36
作者
van Lier, Quirijn de Jong [1 ]
Wendroth, Ole [2 ]
机构
[1] Univ Sao Paulo, Ctr Nucl Energy Agr, BR-13416900 Piracicaba, SP, Brazil
[2] Univ Kentucky, Dept Plant & Soil Sci, Lexington, KY 40546 USA
关键词
HYDRAULIC CONDUCTIVITY; DRAINAGE; SOILS; WATER; DYNAMICS; MODEL;
D O I
10.2136/sssaj2015.01.0035
中图分类号
S15 [土壤学];
学科分类号
0903 ; 090301 ;
摘要
"Field capacity" is the most frequently cited soil physical quantity and also the most ambiguous one. Its true assessment involves an internal drainage experiment in the absence of evaporation and transpiration, together with the establishment of a negligible drainage rate. For practical reasons however, estimating field capacity using an arbitrary value of pressure head is common practice. The objective of this study was to assess field capacity based on a fixed bottom flux or on a fixed time. This goal should be achieved through numerical simulations of internal drainage experiments using experimentally determined soil hydraulic properties on 46 locations on a 50-m transect in a layered soil. Flux-based estimates of field capacity exhibited high correlation to unsaturated hydraulic conductivity at the lower profile boundary, hydraulic gradients ranging from 0.25 to almost 1. Considering the 46 locations, bottom flux at a fixed time varied over one order of magnitude, whereas the time to reach a predetermined bottom flux associated to field capacity also showed a variation of about an order of magnitude. By setting hydraulic conductivity equal ( or slightly higher to compensate for a smaller hydraulic gradient) to a pre-established bottom flux, the pressure head or water content of field capacity was then assessed. Based on the flux criterion of 1 mm d(-1), field capacity corresponded to a pressure head of about -0.55 m in the evaluated soil; the corresponding time of drainage to establish this bottom flux was 4 d when considering only the top 0.15 m to almost 2 wk for a 0.75-m profile depth.
引用
收藏
页码:264 / 274
页数:11
相关论文
共 30 条
[1]   EFFECT OF ASSUMED UNIT GRADIENT DURING DRAINAGE ON THE DETERMINATION OF UNSATURATED HYDRAULIC CONDUCTIVITY AND INFILTRATION PARAMETERS [J].
AHUJA, LR ;
BARNES, BB ;
CASSEL, DK ;
BRUCE, RR ;
NOFZIGER, DL .
SOIL SCIENCE, 1988, 145 (04) :235-243
[2]   The concept of field capacity revisited: Defining intrinsic static and dynamic criteria for soil internal drainage dynamics [J].
Assouline, Shmuel ;
Or, Dani .
WATER RESOURCES RESEARCH, 2014, 50 (06) :4787-4802
[3]   A laboratory analysis of falling head infiltration procedures for estimating the hydraulic conductivity of soils [J].
Bagarello, V. ;
Elrick, D. E. ;
Iovino, M. ;
Sgroi, A. .
GEODERMA, 2006, 135 :322-334
[4]   Scaling approach to deduce field unsaturated hydraulic properties and behavior from laboratory measurements on small cores [J].
Basile, A. ;
Coppola, A. ;
De Mascellis, R. ;
Randazzo, L. .
VADOSE ZONE JOURNAL, 2006, 5 (03) :1005-1016
[5]   SIMPLE INSITU DETERMINATION OF HYDRAULIC CONDUCTIVITY BY POWER FUNCTION DESCRIPTIONS OF DRAINAGE [J].
CHONG, SK ;
GREEN, RE ;
AHUJA, LR .
WATER RESOURCES RESEARCH, 1981, 17 (04) :1109-1114
[6]   A LABORATORY PROCEDURE FOR DETERMINING THE FIELD CAPACITY OF SOILS [J].
COLMAN, EA .
SOIL SCIENCE, 1947, 63 (04) :277-283
[7]   FIELD MEASUREMENT AND USE OF SOIL-WATER PROPERTIES [J].
DAVIDSON, JM ;
STONE, LR ;
NIELSEN, DR ;
LARUE, ME .
WATER RESOURCES RESEARCH, 1969, 5 (06) :1312-+
[8]  
Doorenbos J., 1986, FAO Irrigation and Drainage, P33
[9]  
Hurtado ALB, 2005, VADOSE ZONE J, V4, P151, DOI 10.2113/4.1.151
[10]   Estimating in situ soil-water retention and field water capacity in two contrasting soil textures [J].
Jabro, J. D. ;
Evans, R. G. ;
Kim, Y. ;
Iversen, W. M. .
IRRIGATION SCIENCE, 2009, 27 (03) :223-229