martin r. risch, presenter, dodec 2000
DESCRIPTION
An Evaluation of Borehole Flowmeters Used to Measure Horizontal Ground-Water Flow in Limestones of Indiana-Kentucky-Tennessee, 1999. Martin R. Risch, presenter, DODEC 2000. U.S. Geological Survey in cooperation with the U.S. Army Environmental Center. - PowerPoint PPT PresentationTRANSCRIPT
![Page 1: Martin R. Risch, presenter, DODEC 2000](https://reader035.vdocuments.mx/reader035/viewer/2022070409/568144a1550346895db1609f/html5/thumbnails/1.jpg)
An Evaluation of Borehole Flowmeters Used to Measure
Horizontal Ground-Water Flow in Limestones of Indiana-
Kentucky-Tennessee, 1999
Martin R. Risch, presenter, DODEC 2000
![Page 2: Martin R. Risch, presenter, DODEC 2000](https://reader035.vdocuments.mx/reader035/viewer/2022070409/568144a1550346895db1609f/html5/thumbnails/2.jpg)
U.S. Geological Surveyin cooperation with the
U.S. Army Environmental Center
John T. Wilson, Wayne A. Mandell, Frederick L. Paillet,
E. Randall Bayless, Randall T. Hanson, Peter M. Kearl,
William B. Kerfoot, Mark Newhouse, William H. Pedler
![Page 3: Martin R. Risch, presenter, DODEC 2000](https://reader035.vdocuments.mx/reader035/viewer/2022070409/568144a1550346895db1609f/html5/thumbnails/3.jpg)
Overview of Presentation
Use of Borehole Flowmeters
Project Concept
Description of Flowmeters Evaluated
Evaluation of Flowmeters
Interim Observations
![Page 4: Martin R. Risch, presenter, DODEC 2000](https://reader035.vdocuments.mx/reader035/viewer/2022070409/568144a1550346895db1609f/html5/thumbnails/4.jpg)
Use of Borehole Flowmeters Conventional geophysical techniques
identify bedrock features of potential flow. Conventional vertical flowmeters
identify bedrock features that actually flow. Horizontal flowmeters measure
direction and velocity of horizontal flow. Flowmeter data can be used for site
assessment, flow models, and remediation planning.
![Page 5: Martin R. Risch, presenter, DODEC 2000](https://reader035.vdocuments.mx/reader035/viewer/2022070409/568144a1550346895db1609f/html5/thumbnails/5.jpg)
Project Concept Army Environmental Center has technical
oversight of environmental restoration. Army bases are underlain by limestone
bedrock modified by fracturing and dissolution.
Trials with vertical and horizontal heat-pulse flowmeters were favorable.
Evaluation of available horizontal flowmeter techniques was needed.
![Page 6: Martin R. Risch, presenter, DODEC 2000](https://reader035.vdocuments.mx/reader035/viewer/2022070409/568144a1550346895db1609f/html5/thumbnails/6.jpg)
Description of Directional Borehole Flowmeters Evaluated
(Principles, Tools, Methods)• Heat-pulse dissipation (KVA flowmeter)
• Video particle tracking (colloidal borescope)
• Acoustic attenuation (acoustic doppler velocimeter)
• Borehole dilution (hydrophysical logging)
![Page 7: Martin R. Risch, presenter, DODEC 2000](https://reader035.vdocuments.mx/reader035/viewer/2022070409/568144a1550346895db1609f/html5/thumbnails/7.jpg)
KVA Heat-Pulse Flowmeter
Probe tip with heat-pulse generator and thermistor temperature sensors
Control box with readout(in thermistor machine-units)
![Page 8: Martin R. Risch, presenter, DODEC 2000](https://reader035.vdocuments.mx/reader035/viewer/2022070409/568144a1550346895db1609f/html5/thumbnails/8.jpg)
KVA Heat-Pulse Flowmeter
Probe with “fuzzy packer”
Glass beads inside packer
![Page 9: Martin R. Risch, presenter, DODEC 2000](https://reader035.vdocuments.mx/reader035/viewer/2022070409/568144a1550346895db1609f/html5/thumbnails/9.jpg)
Colloidal Borescope
Probe with cable Probe tip: lens, camera, light
![Page 10: Martin R. Risch, presenter, DODEC 2000](https://reader035.vdocuments.mx/reader035/viewer/2022070409/568144a1550346895db1609f/html5/thumbnails/10.jpg)
Acoustic Doppler Velocimeter
Deployment into wellDoppler probe with acoustic emitter and three receivers
![Page 11: Martin R. Risch, presenter, DODEC 2000](https://reader035.vdocuments.mx/reader035/viewer/2022070409/568144a1550346895db1609f/html5/thumbnails/11.jpg)
Hydrophysical Logging
Calibration of fluid conductivity probes
Logging tool with 3 fluid conductivityand temperature sensors
![Page 12: Martin R. Risch, presenter, DODEC 2000](https://reader035.vdocuments.mx/reader035/viewer/2022070409/568144a1550346895db1609f/html5/thumbnails/12.jpg)
Hydrophysical Logging
Making Deionized Water
Fluid management system
![Page 13: Martin R. Risch, presenter, DODEC 2000](https://reader035.vdocuments.mx/reader035/viewer/2022070409/568144a1550346895db1609f/html5/thumbnails/13.jpg)
Evaluation of Flowmeters
Study areas: Jefferson Proving Ground, IN and Fort Campbell, KY-TN
Selection of test wells and background geophysical logging
Arrangements for flowmeters & hydrophysics
![Page 14: Martin R. Risch, presenter, DODEC 2000](https://reader035.vdocuments.mx/reader035/viewer/2022070409/568144a1550346895db1609f/html5/thumbnails/14.jpg)
Study Areas
Jefferson Proving Ground
• (2) 200-ft, 5-in. wells tested
• Limestone layer with vuggy porosity & other layers of limestone & shaley limestone
• Flat upland; 25 ft drift
Fort Campbell
• (3) 161-ft, 6.25 in. wells tested
• Massive limestone with one to three dissolution-enhanced cavities along bedding planes
• Rolling hills; karst terrain
![Page 15: Martin R. Risch, presenter, DODEC 2000](https://reader035.vdocuments.mx/reader035/viewer/2022070409/568144a1550346895db1609f/html5/thumbnails/15.jpg)
Background Geophysical Logging
Suite of geophysical logs: gamma, formation resistivity, fluid column resistivity, induction, neutron, caliper, and acoustic televiewer.
Identify potential water-producing zones, such as bedding planes, dissolution features, and fractures.
Select zones to be used as measuring points for horizontal flowmeters and hydrophysics.
![Page 16: Martin R. Risch, presenter, DODEC 2000](https://reader035.vdocuments.mx/reader035/viewer/2022070409/568144a1550346895db1609f/html5/thumbnails/16.jpg)
Logging to identify Vertical Flow
Vertical heat-pulse flowmeter
![Page 17: Martin R. Risch, presenter, DODEC 2000](https://reader035.vdocuments.mx/reader035/viewer/2022070409/568144a1550346895db1609f/html5/thumbnails/17.jpg)
![Page 18: Martin R. Risch, presenter, DODEC 2000](https://reader035.vdocuments.mx/reader035/viewer/2022070409/568144a1550346895db1609f/html5/thumbnails/18.jpg)
Evaluation Process
Borehole camera used to identify depths forhorizontal flowmeter measurements.
Flowmeter measurements at specified depths in five test wells.
Pumping of nearby well at Jefferson Proving Ground to induce horizontal flow.
![Page 19: Martin R. Risch, presenter, DODEC 2000](https://reader035.vdocuments.mx/reader035/viewer/2022070409/568144a1550346895db1609f/html5/thumbnails/19.jpg)
KVA Heat-Pulse Flowmeter
![Page 20: Martin R. Risch, presenter, DODEC 2000](https://reader035.vdocuments.mx/reader035/viewer/2022070409/568144a1550346895db1609f/html5/thumbnails/20.jpg)
KVA Heat-Pulse Flowmeter
Flow velocities 1-4 ft/day at different depths; Flow velocities and directions variable; Flow velocity increased and flow directions more variable during pumping of nearby well; Packer met resistance with borehole wall– no measurements in lower third of some wells; If packer was loose opposite cavities—vertical leakage affected velocity measurements; Calculation of aquifer transport velocity (0.7 –0.9 of borehole flow velocity).
![Page 21: Martin R. Risch, presenter, DODEC 2000](https://reader035.vdocuments.mx/reader035/viewer/2022070409/568144a1550346895db1609f/html5/thumbnails/21.jpg)
0
60
120
180
240
300
360
0
100
200
300
400
500
600
700
800
900
1000
05:37:43 05:58:34 06:19:17 06:44:23 07:32:28
Time (2014 Data Points 05:37:43 - 07:32:46)Avg. Dir: 245 - Avg. Vel: 190
Direction Velocity
Colloidal Borescope
![Page 22: Martin R. Risch, presenter, DODEC 2000](https://reader035.vdocuments.mx/reader035/viewer/2022070409/568144a1550346895db1609f/html5/thumbnails/22.jpg)
Colloidal Borescope Velocity and direction highly variable except at preferential flow zones;
Consistent measurements opposite permeable rock or fractures, “swirling flow” above and below;
Wider range and larger values for borehole velocity;
During pumping of nearby well, average flow velocity decreased, flow directions consistent in flow zones.
![Page 23: Martin R. Risch, presenter, DODEC 2000](https://reader035.vdocuments.mx/reader035/viewer/2022070409/568144a1550346895db1609f/html5/thumbnails/23.jpg)
Acoustic Doppler Velocimeter Downward vertical flow in total length of wells (from falling sediment)—considered suspect;
Adjustment for background noise, up to 3X;
Flow directions & velocities variable through total length of both wells;
Reasonably measured flow direction & velocity of water entering at one fracture and leaving at another.
![Page 24: Martin R. Risch, presenter, DODEC 2000](https://reader035.vdocuments.mx/reader035/viewer/2022070409/568144a1550346895db1609f/html5/thumbnails/24.jpg)
Hydrophysical Logging Provides estimates of flow velocity over a range of depths rather than discrete points; Direction of flow not measured; Horizontal and vertical flow can be measured; Volumetric inflow rate (gpm) and velocity were calculated with mass flux analysis of repeated logs of fluid electrical conductivity (FEC); Indicated connection of flow zones and increased velocity during pumping of nearby well
![Page 25: Martin R. Risch, presenter, DODEC 2000](https://reader035.vdocuments.mx/reader035/viewer/2022070409/568144a1550346895db1609f/html5/thumbnails/25.jpg)
Hydrophysical Logging
- Discharge 0.01 gpm- Velocity 0.1 ft/day (at 42 to 46 ft)
![Page 26: Martin R. Risch, presenter, DODEC 2000](https://reader035.vdocuments.mx/reader035/viewer/2022070409/568144a1550346895db1609f/html5/thumbnails/26.jpg)
Hydrophysical Logging with Wireline Packer(Paillet, Hess, and Williams, 1998)
![Page 27: Martin R. Risch, presenter, DODEC 2000](https://reader035.vdocuments.mx/reader035/viewer/2022070409/568144a1550346895db1609f/html5/thumbnails/27.jpg)
Interim Observations
KVA Heat-Pulse Flowmeter Effective for identifying average horizontal flow
directions, especially in absence of vertical flow; Horizontal flow velocities can be variable,
particularly where packer was opposite cavities; Packer can prevent deeper measurements in some
wells.
![Page 28: Martin R. Risch, presenter, DODEC 2000](https://reader035.vdocuments.mx/reader035/viewer/2022070409/568144a1550346895db1609f/html5/thumbnails/28.jpg)
Interim Observations
Colloidal Borescope Continuous graphing identifies zones with flow; Zones with flow show more consistency in
velocity and direction; Multiple exit fractures for vertical flow causes
variability in horizontal flow measurements.
![Page 29: Martin R. Risch, presenter, DODEC 2000](https://reader035.vdocuments.mx/reader035/viewer/2022070409/568144a1550346895db1609f/html5/thumbnails/29.jpg)
Interim Observations
Acoustic Doppler Velocimeter Experimental, two units in use in USGS; Lower resolution of 25 ft/day too high for most
wells; Stabilization threshold velocity may need to be
smaller; Standard method needed for “background noise”; Technology adjustment could have effect.
![Page 30: Martin R. Risch, presenter, DODEC 2000](https://reader035.vdocuments.mx/reader035/viewer/2022070409/568144a1550346895db1609f/html5/thumbnails/30.jpg)
Interim Observations
Hydrophysical Logging Substantial requirement for logistics, equipment,
personnel; Zones of largest horizontal flow can be identified; Inflow rates < 0.01 gpm may be below minimum
this method; Volumetric inflow from hydrophysical logging was
same as vertical downflow estimated with verticalflowmeter.
![Page 31: Martin R. Risch, presenter, DODEC 2000](https://reader035.vdocuments.mx/reader035/viewer/2022070409/568144a1550346895db1609f/html5/thumbnails/31.jpg)
Interim Observations
General• Borehole camera on rods provided exact depths of
features for flow measurements.• Methods may not agree because of low flow or
vertical flow or both.• Need to convert borehole velocity to aquifer
velocity.• Wireline packer could be useful for isolating flow
for borescope and doppler.
![Page 32: Martin R. Risch, presenter, DODEC 2000](https://reader035.vdocuments.mx/reader035/viewer/2022070409/568144a1550346895db1609f/html5/thumbnails/32.jpg)