Hydraulic Conductivity on Soil Monoliths of Central Chile

被引:0
作者
Casanova P, Manuel [1 ]
Salazar G, Osvaldo [1 ]
Seguel S, Oscar [1 ]
Noguer A, Veronica [1 ]
机构
[1] Univ Chile, Fac Ciencias Agron, Dept Ingn & Suelos, Santiago, Chile
来源
REVISTA DE LA CIENCIA DEL SUELO Y NUTRICION VEGETAL | 2009年 / 9卷 / 03期
关键词
hydraulic conductivity; soil monolith; slope gradient; soil texture; tension infiltrometer; TENSION; INFILTRATION; INFILTROMETER; MANAGEMENT; DYNAMICS; DISC;
D O I
暂无
中图分类号
S15 [土壤学];
学科分类号
0903 ; 090301 ;
摘要
Four monoliths with contrasting textural classes (S-c, S-cl, S-sl and S-ls) from soils (Fluventic Haploxerolls and Typic Xerochrepts) of central Chile were used to obtain soil hydraulic conductivity at different slope gradients (0%, 15%, 20% and 25%) with tension infiltrometer, under laboratory conditions. A total of 13 supply pressure heads (psi(s), between -140 and -20 mm) were used to obtain the unsaturated hydraulic conductivity (K-psi). Paired data [ln(K-psi) y psi(s)] were adjusted by two-linear models that assumed a continuous exponential function in a macroporous and mesoporous system, which considered a boundary supply pressure head. Extrapolating to zero supply pressure head, field saturated hydraulic conductivity (K-fs) was estimated. In all soils, when a gravitational adjustment to supply pressure heads was used, K-fs values were strongly negatively correlated to slope gradient. It is attributed to a refraction of water flow, which considered the greater frictional or viscous resistance generated by inclination.
引用
收藏
页码:210 / 221
页数:12
相关论文
共 44 条
[1]   Field measurement of soil surface hydraulic properties by disc and ring infiltrometers - A review and recent developments [J].
Angulo-Jaramillo, R ;
Vandervaere, JP ;
Roulier, S ;
Thony, JL ;
Gaudet, JP ;
Vauclin, M .
SOIL & TILLAGE RESEARCH, 2000, 55 (1-2) :1-29
[2]   SIMPLE FIELD METHOD FOR DETERMINING UNSATURATED HYDRAULIC CONDUCTIVITY [J].
ANKENY, MD ;
AHMED, M ;
KASPAR, TC ;
HORTON, R .
SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1991, 55 (02) :467-470
[3]  
[Anonymous], SOIL SAMPLING METHOD
[4]  
Bodhinayake W, 2004, VADOSE ZONE J, V3, P964, DOI 10.2113/3.3.964
[5]   Natural and management-induced dynamics of hydraulic conductivity along a cover-cropped field slope [J].
Bodner, G. ;
Loiskandl, W. ;
Buchan, G. ;
Kaul, H. -P. .
GEODERMA, 2008, 146 (1-2) :317-325
[6]  
BRADFORD JM, 1992, ADV SOIL S, P55
[7]  
Casanova M, 2000, HYDROL PROCESS, V14, P155, DOI 10.1002/(SICI)1099-1085(200001)14:1<155::AID-HYP917>3.0.CO
[8]  
2-J
[9]  
CASANOVA M, 2003, REV CIENCIA SUELO NU, V3, P42
[10]  
CASANOVA M, 2000, AVANCES INGENIERIA A, P372