Estimation of the unsaturated hydraulic conductivity from the pressure distribution in a centrifugal field

被引:6
作者
Basha, HA [1 ]
Mina, NI [1 ]
机构
[1] Amer Univ Beirut, Fac Engn & Architecture, Beirut, Lebanon
关键词
D O I
10.1029/1998WR900060
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Most measurements of the steady state unsaturated hydraulic conductivity require the measurement of the pressure and the flow rate in a laboratory column under normal drainage conditions. However, centrifugal techniques allow the creation of experimental conditions that are more suitable for fast and accurate measurements of the hydraulic conductivity function. Explicit algebraic equations for the parameters were developed for various forms of the hydraulic conductivity function, including the log linear form, the power form, and the more general inverse-power form. Parameter estimation of the unsaturated hydraulic conductivity function is accomplished through the use of exact and approximate solutions derived from the governing one-dimensional unsaturated flow equation for a soil medium experiencing a centrifugal force. The exact solution pertains to the log linear hydraulic conductivity function. The approximate solutions were obtained through perturbation expansion for the other forms of the hydraulic conductivity. The approximate solutions showed good agreement with the numerical solution for two soil types and various experimental conditions. The parameter estimation procedure was tested using a hypothetical pressure distribution and was found to give fairly accurate reproduction of the assumed unsaturated hydraulic conductivity.
引用
收藏
页码:469 / 477
页数:9
相关论文
共 12 条
[1]   DETERMINING HYDRAULIC CONDUCTIVITY OF SOIL CORES BY CENTRIFUGATION [J].
ALEMI, MH ;
NIELSEN, DR ;
BIGGAR, JW .
SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1976, 40 (02) :212-218
[2]   MODELING OF CENTRIFUGAL FILTRATION IN UNSATURATED DEFORMABLE POROUS-MEDIA [J].
BEAR, J ;
CORAPCIOGLU, MY ;
BALAKRISHNA, J .
ADVANCES IN WATER RESOURCES, 1984, 7 (04) :150-167
[3]   A NEW PERTURBATIVE APPROACH TO NONLINEAR PROBLEMS [J].
BENDER, CM ;
MILTON, KA ;
PINSKY, SS ;
SIMMONS, LM .
JOURNAL OF MATHEMATICAL PHYSICS, 1989, 30 (07) :1447-1455
[4]   ANALYSIS OF TRICKLE IRRIGATION WITH APPLICATION TO DESIGN PROBLEMS [J].
BRESLER, E .
IRRIGATION SCIENCE, 1978, 1 (01) :3-17
[5]  
BROKS RH, 1964, 3 COL STAT U
[6]  
Conca J.L., 1992, APPL HYDROGEOL, V1, P5, DOI DOI 10.1007/PL00010963
[7]  
GARDNER W. R., 1958, SOIL SCI, V85, P228, DOI 10.1097/00010694-195804000-00006
[8]   THE FEASIBILITY OF RECHARGE RATE DETERMINATIONS USING THE STEADY-STATE CENTRIFUGE METHOD [J].
NIMMO, JR ;
STONESTROM, DA ;
AKSTIN, KC .
SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1994, 58 (01) :49-56
[9]   CENTRIFUGAL TECHNIQUES FOR MEASURING SATURATED HYDRAULIC CONDUCTIVITY [J].
NIMMO, JR ;
MELLO, KA .
WATER RESOURCES RESEARCH, 1991, 27 (06) :1263-1269
[10]   UNSATURATED FLOW IN A CENTRIFUGAL FIELD - MEASUREMENT OF HYDRAULIC CONDUCTIVITY AND TESTING OF DARCY LAW [J].
NIMMO, JR ;
RUBIN, J ;
HAMMERMEISTER, DP .
WATER RESOURCES RESEARCH, 1987, 23 (01) :124-134