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dc.contributor.authorLabaky, W.
dc.contributor.authorDevlin, John F.
dc.contributor.authorGillham, R. W.
dc.date.accessioned2014-08-29T20:52:55Z
dc.date.available2014-08-29T20:52:55Z
dc.date.issued2009-03-14
dc.identifier.citationLabaky, W., Devlin, J.F., Gillham, R.W. 2009. Field comparison of the point velocity probe with other groundwater velocity measurement methods, Water Resources Research, 45, W00D30, dx.doi.org/10.1029/2008WR007066en_US
dc.identifier.urihttp://hdl.handle.net/1808/14989
dc.description.abstractField 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.en_US
dc.description.sponsorshipThe NSERC/Motorola/ETI Industrial Research Chair in Groundwater Remediation, NSERC, CRESTech, the National Council for Scientific Research of Lebanon (NCSR), OGSST, and NSF under grant 0134545 are acknowledged for funding this work. Any opinions, findings, and conclusions or recommendations expressed in this material are those of the authors and do not necessarily reflect the views of the National Science Foundation. Carl McElwee performed the high-definition slug tests; Peter Kearl performed the colloidal borescope measurements; and Bob Ingleton, Paul Johnson, and Greg Friday assisted with probe construction and field installationen_US
dc.publisherWileyen_US
dc.subjectGroundwater
dc.subjectVelocity
dc.subjectPvp
dc.subjectBorehole dilution
dc.subjectColloidal borescope
dc.subjectGeo flowmeter
dc.titleField comparison of the point velocity probe with other groundwater velocity measurement methodsen_US
dc.typeArticle
kusw.kuauthorDevlin, John F.
kusw.kudepartmentDepartment of Geologyen_US
dc.identifier.doi10.1029/2008WR007066
dc.subject.urihttp://id.worldcat.org/fast/948209
dc.subject.fastGroundwater
kusw.oaversionScholarly/refereed, publisher version
kusw.oapolicyThis item meets KU Open Access policy criteria.
dc.rights.accessrightsopenAccess


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