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Volumn 162, Issue 8, 1997, Pages 566-575

Use of tensiometer response time to determine the hydraulic conductivity of unsaturated soil

Author keywords

[No Author keywords available]

Indexed keywords

HYDRAULIC CONDUCTIVITY; MEASURING INSTRUMENT; SOIL;

EID: 0031415166     PISSN: 0038075X     EISSN: None     Source Type: Journal    
DOI: 10.1097/00010694-199708000-00005     Document Type: Article
Times cited : (22)

References (23)
  • 1
    • 0016963175 scopus 로고
    • A slug test for determining hydraulic conductivity of unconfined aquifers with completely or partially penetrating wells
    • Bouwer, H., and R. C. Rice. 1976. A slug test for determining hydraulic conductivity of unconfined aquifers with completely or partially penetrating wells. Water Resour. Res. 12:423-428.
    • (1976) Water Resour. Res. , vol.12 , pp. 423-428
    • Bouwer, H.1    Rice, R.C.2
  • 3
    • 0025585761 scopus 로고
    • A general mass-conservative numerical solution for the unsaturated flow equation
    • Celia, M. A., E. T. Bouloutas, and R. L. Zarba. 1990. A general mass-conservative numerical solution for the unsaturated flow equation. Water Resour. Res. 26:1483-1496.
    • (1990) Water Resour. Res. , vol.26 , pp. 1483-1496
    • Celia, M.A.1    Bouloutas, E.T.2    Zarba, R.L.3
  • 4
    • 84977309026 scopus 로고
    • Response of a finite-diameter well to an instantaneous charge of water
    • Cooper, H. H. Jr., J. D. Bredehoeft, and I. S. Papadopulos. 1967. Response of a finite-diameter well to an instantaneous charge of water. Water Resour. Res. 3:263-269.
    • (1967) Water Resour. Res. , vol.3 , pp. 263-269
    • Cooper H.H., Jr.1    Bredehoeft, J.D.2    Papadopulos, I.S.3
  • 6
  • 7
    • 0344963036 scopus 로고
    • Measurement of capillary conductivity and diffusivity with a tensiometer
    • Madison, WI
    • Gardner, W.R. 1960. Measurement of capillary conductivity and diffusivity with a tensiometer. 7th Int. Congress Soil Sci., Madison, WI, pp. 300-305.
    • (1960) 7th Int. Congress Soil Sci. , pp. 300-305
    • Gardner, W.R.1
  • 9
    • 0029661811 scopus 로고    scopus 로고
    • Parameter estimation for determining hydraulic properties of a fine sand from transient flow measurements
    • Gribb, M. M. 1996. Parameter estimation for determining hydraulic properties of a fine sand from transient flow measurements. Water Resour. Res. 32:1965-1974.
    • (1996) Water Resour. Res. , vol.32 , pp. 1965-1974
    • Gribb, M.M.1
  • 12
    • 0342352994 scopus 로고
    • Tensiometer response time
    • Klute, A., and W. R. Gardner. 1962. Tensiometer response time. Soil Sci. 93:204-207.
    • (1962) Soil Sci. , vol.93 , pp. 204-207
    • Klute, A.1    Gardner, W.R.2
  • 13
    • 0008423211 scopus 로고
    • Soil anisotropy and land drainage
    • Agronomy Monograph No.7. ASA, Madison, WI
    • Maasland, M. 1957. Soil anisotropy and land drainage. In Drainage of agricultural lands. Agronomy Monograph No.7. ASA, Madison, WI, pp. 216-285.
    • (1957) Drainage of Agricultural Lands , pp. 216-285
    • Maasland, M.1
  • 15
    • 0022822955 scopus 로고
    • A numerical technique for modeling transient flow of water to a soil water sampler
    • Narasimhan, T. N., S. J. Dreiss. 1986. A numerical technique for modeling transient flow of water to a soil water sampler. Soil Sci. 141:230-236.
    • (1986) Soil Sci. , vol.141 , pp. 230-236
    • Narasimhan, T.N.1    Dreiss, S.J.2
  • 17
    • 0037831427 scopus 로고
    • Further developments on apparatus for field moisture studies
    • Richards, L. A., M. B. Russell, and O. R. Neal. 1937. Further developments on apparatus for field moisture studies. Soil Sci. Soc. Am. Proc. 2:55-64.
    • (1937) Soil Sci. Soc. Am. Proc. , vol.2 , pp. 55-64
    • Richards, L.A.1    Russell, M.B.2    Neal, O.R.3
  • 18
    • 0028975038 scopus 로고
    • A noniterative technique for the direct implementation of well bore boundary conditions in three-dimensional heterogeneous formations
    • Sudicky, E. A., A. J. A. Unger, and S. Lacombe. 1995. A noniterative technique for the direct implementation of well bore boundary conditions in three-dimensional heterogeneous formations. Water Resour. Res. 31:411-415.
    • (1995) Water Resour. Res. , vol.31 , pp. 411-415
    • Sudicky, E.A.1    Unger, A.J.A.2    Lacombe, S.3
  • 19
    • 0025572868 scopus 로고
    • Analysis of the in situ constant-head permeability test in clays
    • Tavenas, F., M. Diene, and S. Leroueil. 1990. Analysis of the in situ constant-head permeability test in clays. Can. Geotech. J. 27:305-314.
    • (1990) Can. Geotech. J. , vol.27 , pp. 305-314
    • Tavenas, F.1    Diene, M.2    Leroueil, S.3
  • 20
    • 0027073796 scopus 로고
    • The pressure response of the soil water sampler and possibilities for simultaneous soil solution sampling and tensiometry
    • Tokunaga, T. 1992. The pressure response of the soil water sampler and possibilities for simultaneous soil solution sampling and tensiometry. Soil Sci. 154: 171-183.
    • (1992) Soil Sci. , vol.154 , pp. 171-183
    • Tokunaga, T.1
  • 21
    • 0018907660 scopus 로고
    • Electromagnetic determination of soil water content: Measurements in coaxial transmission lines
    • Topp, G. C., J. L. Davis, and A. P. Annan. 1980. Electromagnetic determination of soil water content: Measurements in coaxial transmission lines. Water Resour. Res. 16:574-582.
    • (1980) Water Resour. Res. , vol.16 , pp. 574-582
    • Topp, G.C.1    Davis, J.L.2    Annan, A.P.3
  • 22
    • 0019219607 scopus 로고
    • Theory of time response of tensiometers
    • Towner, G. D. 1980. Theory of time response of tensiometers. J. Soil Sci. 31:607-612.
    • (1980) J. Soil Sci. , vol.31 , pp. 607-612
    • Towner, G.D.1
  • 23
    • 0019057216 scopus 로고
    • A closed-form equation for predicting the hydraulic conductivity of unsaturated soils
    • van Genuchten, M. Th. 1980. A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Sci. Soc. Am. J. 44:892-898.
    • (1980) Soil Sci. Soc. Am. J. , vol.44 , pp. 892-898
    • Van Genuchten, M.Th.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.