A transient laboratory method for determining the hydraulic properties of ‘tight’ rocks—II. Application

作者: C.E. Neuzil , C. Cooley , S.E. Silliman , J.D. Bredehoeft , P.A. Hsieh

DOI: 10.1016/0148-9062(81)90980-3

关键词: Transient (oscillation)ConductivityMaterial propertiesHydraulic fluidHydraulicsGeotechnical engineeringEngineeringSpecific storageMechanicsPermeability (earth sciences)Hydraulic conductivity

摘要: Abstract In Part I a general analytical solution for the transient pulse test was presented. II presents graphical method analyzing data from to obtain hydraulic properties of sample. The depends on both conductivity and specific storage and, in theory, analysis can provide values these properties. However, practice, one two limiting cases may apply which case it is possible calculate only or product times storage. this paper we examine conditions when parameters be calculated. analyses tests are Appendix presented compared with an earlier analysis, compressive sample assumed negligible, error calculated due simplifying assumption examined.

参考文章(2)
W. F. Brace, J. B. Walsh, W. T. Frangos, Permeability of granite under high pressure Journal of Geophysical Research. ,vol. 73, pp. 2225- 2236 ,(1968) , 10.1029/JB073I006P02225
P.A. Hsieh, J.V. Tracy, C.E. Neuzil, J.D. Bredehoeft, S.E. Silliman, A transient laboratory method for determining the hydraulic properties of ‘tight’ rocks—I. Theory International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts. ,vol. 18, pp. 245- 252 ,(1981) , 10.1016/0148-9062(81)90979-7