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Field comparison of the point velocity probe with other groundwater velocity measurement methods
Author(s) -
Labaky W.,
Devlin J. F.,
Gillham R. W.
Publication year - 2009
Publication title -
water resources research
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.863
H-Index - 217
eISSN - 1944-7973
pISSN - 0043-1397
DOI - 10.1029/2008wr007066
Subject(s) - permeameter , borehole , flow velocity , vector field , thermal velocity , geology , instrumentation (computer programming) , shear velocity , flow measurement , hydraulic conductivity , materials science , mechanics , flow (mathematics) , mineralogy , geotechnical engineering , soil science , soil water , turbulence , physics , computer science , operating system
Field testing of a new tool for measuring groundwater velocities at the centimeter scale, the point velocity probe (PVP), was undertaken at Canadian Forces Base, Borden, Ontario, Canada. The measurements were performed in a sheet pile‐bounded alleyway in which bulk flow rate and direction could be controlled. PVP velocities were compared with those estimated from bulk flow, a Geoflo ® instrument, borehole dilution, colloidal borescope measurements, and a forced gradient tracer test. In addition, the velocity profiles were compared with vertical variations in hydraulic conductivity ( K ) measured by permeameter testing of core samples and in situ high‐resolution slug tests. There was qualitative agreement between the trends in velocity and K among all the various methods. The PVP and Geoflo ® meter tests returned average velocity magnitudes of 30.2 ± 7.7 to 34.7 ± 13.1 cm/d (depending on prior knowledge of flow direction in PVP tests) and 36.5 ± 10.6, respectively, which were near the estimated bulk velocity (20 cm/d). The other direct velocity measurement techniques yielded velocity estimates 5 to 12 times the bulk velocity. Best results with the PVP instrument were obtained by jetting the instrument into place, though this method may have introduced a slight positive bias to the measured velocities. The individual estimates of point velocity direction varied, but the average of the point velocity directions agreed quite well with the expected bulk flow direction. It was concluded that the PVP method is a viable technique for use in the field, where high‐resolution velocity data are required.