Indirect methods for estimating the hydraulic properties of unsaturated soils Proceedings of the international workshop on indirect methods for estimating the hydraulic properties of Unsaturated soils

By comparing the measured and estimated conductivities for the group of data, the accuracy of the approach could be determined for various conditions. The analysis consisted of comparing measured and estimated conductivities using the predictive method (i.e., when the unsaturated hydraulic conductiv...

Fuld beskrivelse

Đã lưu trong:
Bibliografiske detaljer
Format: Bog
Sprog:Undetermined
Udgivet: Califonia U.S. Department of Agriculture 1989
Fag:
Tags: Tilføj Tag
Ingen Tags, Vær først til at tagge denne postø!
Thư viện lưu trữ: Trung tâm Học liệu Trường Đại học Cần Thơ
LEADER 01874nam a2200193Ia 4500
001 CTU_138597
008 210402s9999 xx 000 0 und d
082 |a 631.43 
082 |b I.39 
245 0 |a Indirect methods for estimating the hydraulic properties of unsaturated soils 
245 0 |b Proceedings of the international workshop on indirect methods for estimating the hydraulic properties of Unsaturated soils 
245 0 |c edited by M. Th. van Genuchten, F. J. Leij, L. J. Lund 
260 |a Califonia 
260 |b U.S. Department of Agriculture 
260 |c 1989 
520 |a By comparing the measured and estimated conductivities for the group of data, the accuracy of the approach could be determined for various conditions. The analysis consisted of comparing measured and estimated conductivities using the predictive method (i.e., when the unsaturated hydraulic conductivity is assumed to be unknown), the simultaneous method (i.e., when both water retention and unsaturated hydraulic conductivity data are available), a matching point (at a point somewhat dryer than saturation) to scale the estimated value of the conductivity, and a methods involving the adjustment of Mualem’s empirical factor, 4 to improve the fit between the measured and estimated conductivity. The results indicate that for this group of data, the best estimates of the unsaturated hydraulic conductivity are obtained using either the predictive approach with a matching point, or the simultaneous approach using a 6-parameter fit (i.e., including 0,. O,, a. n, (and K, in the fitting procedure). Surprisingly, the worst and most biased estimates were obtained using the simultaneous approach with a S-parameter fit (i.e., when K, was fixed). 
650 |a Soil physics,Cơ học đất 
904 |i Trọng Hiếu 
980 |a Trung tâm Học liệu Trường Đại học Cần Thơ