CENTRIFUGAL TECHNIQUES FOR MEASURING SATURATED HYDRAULIC CONDUCTIVITY

被引:30
作者
NIMMO, JR
MELLO, KA
机构
关键词
D O I
10.1029/91WR00367
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Centrifugal force is an alternative to large pressure gradients for the measurement of low values of saturated hydraulic conductivity (K(sat)). With a head of water above a porous medium in a centrifuge bucket, both constant-head and falling-head measurements are practical at forces up to at least 1800 times normal gravity. Darcy's law applied to the known centrifugal potential leads to simple formulas for K(sat) that are analogous to those used in the standard gravity-driven constant- and falling-head methods. Both centrifugal methods were tested on several fine-textured samples of soil and ceramic with K(sat) between about 10(-10) and 10(-9) m/s. The results were compared to falling-head gravity measurements. The comparison shows most measurements agreeing to within 20% for a given sample, much of the variation probably resulting from run-to-run changes in sample structure. The falling-head centrifuge method proved to be especially simple in design and operation and was more accurate than the constant-head method. With modified apparatus, K(sat) measurements less than 10(-10) m/s should be attainable.
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页码:1263 / 1269
页数:7
相关论文
共 11 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]  
BIANCHI WC, 1963, P AM SOC TEST MATER, V63, P1227
[3]   PERMEABILITY OF GRANITE UNDER HIGH PRESSURE [J].
BRACE, WF ;
WALSH, JB ;
FRANGOS, WT .
JOURNAL OF GEOPHYSICAL RESEARCH, 1968, 73 (06) :2225-+
[4]  
Klute A., 1986, AGRONOMY, P687, DOI DOI 10.2136/SSSAB00KSER5.1.2ED.C28
[5]  
MUNDELL JD, 1984, ASTM SPEC TECH PUBL, V874, P246
[6]   GROUNDWATER-FLOW IN LOW-PERMEABILITY ENVIRONMENTS [J].
NEUZIL, CE .
WATER RESOURCES RESEARCH, 1986, 22 (08) :1163-1195
[7]   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
[8]   HYDRAULIC CONDUCTIVITY OF A SANDY SOIL AT LOW WATER-CONTENT AFTER COMPACTION BY VARIOUS METHODS [J].
NIMMO, JR ;
AKSTIN, KC .
SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1988, 52 (02) :303-310
[9]  
RUBIN J, 1987, Patent No. 4679422
[10]  
Terzaghi C., 1925, ENG NEWS RECORDS, V95, P832