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) 、 Conductivity 、 Material properties 、 Hydraulic fluid 、 Hydraulics 、 Geotechnical engineering 、 Engineering 、 Specific storage 、 Mechanics 、 Permeability (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.