zone. At a site scale, the lateral continuity of layers may be
significant as they may contribute to permeable pathways for
nitrate migration. However, at a larger scale, it is unlikely that
these sequences are laterally continuous, therefore, for transport
modeling, it is unlikely that the heterogeneity could be reasonably
represented. Preliminary simulation results for nitrate leaching in
the vadose zone of the Abbotsford-Sumas aquifer for two cases of
hydraulic conductivity suggest that nitrate concentrations arriving
at the water table depend strongly on grain size. A sensitivity
analysis conducted on a local scale model suggests that an
anisotropy factor of 20X (Khoriz/Kvert) provides the best
calibration for particle pathlengths (ages) in comparison to 3H/3He
age dates, while not adversely affecting the normalized RMS and the
water balance. However, model age dates, based on particle tracking
are underestimated. 6. ACKNOWLEDGEMENTS The authors wish to
acknowledge the financial contributions by the NSERC, Environment
Canada and the BC Ministry of Environment. Chaim Kempler at
Agriculture and Agri-Food Canada granted permission for the field
work to be conducted at the PARC site. Field assistance was
provided by Reid Staples, Megan Surrette and Michael Toews. Basil
Hii from Environment Canada provided access to the EC piezometers
at the site, along with the lithological data for the wells. Gwyn
Graham (BC Ministry of Environment) and Kim Sutherland (BC Ministry
of Agriculture) are also acknowledged for contributing local
insight. Dr. John Clague from SFU allowed us to christen his new
GPR system, and provided insight into the depositional history of
the area. Rob Luzitano (Golder Associates Ltd.) for geophysical
field and data processing assistance. References Armstrong, J.E.,
Crandell, D.R., Easterbrook, D.J., and
Noble, J.B. 1965. Late Pleistocene stratigraphy and chronology
in southwestern British Columbia and northwestern Washington:
Geological Society of America Bulletin 76: pp. 321-330.
BCMAFF. Berry production guide for commercial growers 2002/2003.
B.C. Ministry of Agriculture and Food and the Lower Mainland
Horticultural Improvement Association, Abbotsford, BC.
Beres, M. Jr., and Haeni, F.P. 1991. Application of
ground-penetrating-radar methods in hydrogeologic studies.
Groundwater 29(3), pp. 375-386.
Chipperfield, K. 1992. Raspberry field soil nitrate survey.
Sustainable Poultry farming Group and Canada-BC. Soil Conservation
Program.
Clague, J. 2006. Personal Communication. Department of Earth
Sciences, Simon Fraser University, Burnaby, BC.
Geo-slope International Ltd., 2002a. SEEP/W for finite element
seepage analysis, version 5: User’s guide. Calgary, Canada.
Geo-slope International Ltd., 2002b. CTRAN/W for finite element
contaminant transport analysis, version 5: User’s guide. Calgary,
Canada.
Irving, J., and Knight, R. 2003. Saturation-dependent velocity
anisotropy in borehole radar data. In Proceedings of the Symposium
on the Application of Geophysics to Engineering and Environmental
Problems (SAGEEP 2003), San Antonio, TX, April 6-10.
Liebscher, H., Hii, B., and McNaughton, D. 1992. Nitrates and
Pesticides in the Abbotsford Aquifer, Southwestern British
Columbia. Inland Waters Directorate, Environment Canada, North
Vancouver, BC. 83pp.
McArthur, S., and Allen, D.M. 2005. Abbotsford-Sumas Aquifer -
Compilation of a Groundwater Chemistry Database with Analysis of
Temporal Variations and Spatial Distributions of Nitrate
Contamination. BC Ministry of Water, Land and Air Protection,
Climate Change Branch. 24pp.
Mouritzen, C. 2000. A survey of residual soil nitrate in
raspberry fields locates on the Abbotsford-Sumas aquifer.
Southwestern Crop Consulting, Chilliwack, BC.
Mouritzen, C. 2001. A survey of residual soil nitrate in
raspberry fields locates on the Abbotsford-Sumas aquifer (year 2).
Southwestern Crop Consulting, Chilliwack, BC.
Mouritzen, C. 2002. A survey of residual soil nitrate in
raspberry fields locates on the Abbotsford-Sumas aquifer (year 3).
Southwestern Crop Consulting, Chilliwack, BC.
Mouritzen, C. 2003. A survey of residual soil nitrate in
raspberry fields locates on the Abbotsford-Sumas aquifer (year 4).
Southwestern Crop Consulting, Chilliwack, BC.
Sandmeier, K.J. 2005. ReflexW: Windows 9x/NT/200/XP-program for
the processing of seismic, acoustic or electromagnetic reflection,
refraction and transmission data. Version 3.5. Karlsruhe,
Germany.
Scibek, J., and Allen, D.M. 2005. Numerical Groundwater Flow
Model of the Abbotsford-Sumas Aquifer, Central Fraser Lowland of
BC, Canada, and Washington State, US. Report to Environment
Canada.
Scibek, J. and D.M. Allen. 2006. Comparing the responses of two
high permeability, unconfined aquifers to predicted climate change.
Global and Planetary Change XX, pp. CC-CC.
Sutherland, K. Personal Communication. BC Ministry of
Agriculture.
Wassenaar, L.I., M.J. Hendry and N. Harrington. 2006. Decadal
Geochemical and Isotopic Trends for Nitrate in the Transboundary
Abbotsford-Sumas Aquifer and Implications for Beneficial
Agricultural Management Practices. Environment Canada. 32pp.
1506
Sea to Sky Geotechnique 2006
Pages1345-1459.pdfPaper 274.pdfINTRODUCTIONLIMESTONE
HYDROGEOLOGY AND QUARRYING IN THE EAST MENDIPSGIS
DEVELOPMENTConceptMethodology
RESULTSGeographical Information SystemLocal Planning ToolSystem
Publication
CONCLUSIONSACKNOWLEDGEMENTS
Paper 313.pdfINTRODUCTIONPROJECT OVERVIEWAFLRP PROJECT
COMPONENTSAvailable Reclaimed WaterReclaimed Water Storage Credits
and Recovery
GROUNDWATER MODELINGPrevious Infiltration Impact
AssessmentsGroundwater Model DevelopmentNo-Action ScenarioInitial
AFLRP ProjectionsRevised AFLRP Projections
AREA OF HYDROLOGIC IMPACTCONCLUSIONS
Paper 214.pdfINTRODUCTIONDESCRIPTION OF THE STUDY
AREAGEOLOGYBedrock geologyWolfville FormationBlomidon
FormationNorth Mountain Formation
Surficial deposits
FIELDWORKWater level surveyDrilling and installation of
piezometersWater and soil samplingHydraulic testsSeepage and
flowmeter measurementsBorehole geophysicsFuture work
ANALYSES AND INTERPRETATIONBedrock resultsSurficial deposits and
soil resultsConceptual modelSurface water results
COUPLED MODELINGCONCLUSIONACKNOWLEDGEMENTS
Paper 250.pdfINTRODUCTIONMATERIALS AND METHODSDescription of the
studied watershedThe AGRIFLUX modelThe PHYSITEL/HYDROTEL modelThe
MODFLOW model
RESULTS AND DISCUSSIONInfiltration and recharge using
AGRIFLUXSurface flow using PHYSITEL/HYDROTELGroundwater flow using
MODFLOW
CONCLUSIONACKNOWLEDGEMENTS
Paper 258.pdfINTRODUCTIONDATAClimate DataHistoric Climate
DataGlobal Climate Model Data
Spatial Data
METHODSClimate GenerationFuture Predicted Climate
ChangeDownscaling Using SDSMRaw GCM Data
Recharge Model
RESULTSCONCLUSIONS
Paper 213.pdfINTRODUCTIONSITE
DESCRIPTIONMETHODOLOGYPiezometersRunoff and Pond Water
LevelsMeteorological Stations and Soil TemperatureChloride
extraction
RESULTSSpring Melt 2003Snowmelt and runoffSoil thawing and pond
infiltrationGroundwater
Spring Melt 2004Snowmelt and runoffGroundwater
Post-snowmelt 2004Recharge by rainfall eventControlled flooding
of C24
Chloride balance
DISCUSSIONPrecipitationRunoffSnowmeltInfiltrationDepression-focused
recharge
CONCLUSIONSACKNOWLEDGEMENTS
Paper 544.pdf1. BACKGROUNDThere was an extraordinary coincidence
of events in 1973 with B.C. Hydro’s initiation of the Revelstoke
Dam Project. These eve1.3 B.C. Hydro’s Project ManagementThe
project management of B. C. Hydro (Hydro) was critical to the
successful outcome of the slide investigation. Hydro ensure
The ideal modular monitoring array probably needs to be made up
of two or more compatible modular subsystems:
Firstly, a modular borehole completion casing system that can be
used to hydraulically isolate monitoring zones by means of
seSecondly, a modular data acquisition and control system that can
be used inside the casing system for data collection. This sy3.2
Calibration and Maintenance RequirementsThe ideal borehole
monitoring system should have the capability for essential QA tests
to be conducted on all components immed3.3 Requirements for
Multilevel Borehole Seals3.5 Other Useful CapabilitiesAlthough
fluid pressure is the key parameter in any slide study, it would be
helpful in other geotechnical and hydrogeologic s4.2. Adverse
Drilling ConditionsDrilling conditions were extremely adverse in
comparison with typical geotechnical environments. Boreholes were
lost or unabl5. INSTRUMENTATION SOLUTIONS ADOPTEDIt was recognized
that no geotechnical instruments were available to handle the
combination of depth, fluid pressure, placemen5.1. First Solution –
Multiple StandpipesHydro had previous experience placing
small-diameter standpipes inside HQ and NQ sized boreholes. They
continued to develop thThe fluid levels in the standpipes were
monitored for piezometric level fluctuations. Frequently, in any
one borehole there wThe multilevel piezometer system is a borehole
completion casing that has a number of components including
external casing pacBecause slide movements can deform the borehole,
the instrument system had to be flexible. As a result, telescopic
casing seg
7.2 Dutchman’s Ridge Slope Stability StudyIn the period 1986 to
1988, B. C. Hydro undertook the first full deployment of the
multilevel piezometer system for the slope 8. CONCLUSIONSThe
serious engineering problem posed by the existence of the Downie
Slide along the side of the proposed Revelstoke Dam reserWhile the
fluid–pressure data utilized for the Downie Slide studies were
largely provided by the use of multiple standpipe pieAn early
version of the resulting system was installed late in the Downie
Slide investigations. But, it was not until after thWithout the
stimulus provided by the Downie Slide investigations and the
creative environment associated with the project, the
9. ACKNOWLEDGEMENTSHubbert, M. K. (1940) The theory of
ground-water motion, Jour. Geology, 48: 8: 785-944Imrie, A. and
Bourne, D. R. (1981) Engineering geology of the Mica and Revelstoke
Dams, Field Guides to Geology and Mineral DePatton, F.D. and Deere,
D.U. (1971a) Significant geological factors in rock slope stability
Proc. Int. Conf. on Planning Open Patton, F. D. (1983) The role of
instrumentation in the analysis of the stability of rock slopes,
Int. Sym. on Field MeasuremePatton, F. D. (1990) The concept of
quality in geologic and hydrogeologic investigations, Proc. 5th
Int. Sym. on Landslides, L
Patton, F. D., Black, W. H. and Larssen (1991) D. A modular
subsurface data acquisition system (MOSDAX) for real-time
multi-leTatchell, G. E. (1991) Automated data acquisition systems
for monitoring dams and landslides, Proc 3rd Int. Sym. on Field
Meas
Paper 147.pdfINTRODUCTIONSTRATIGRAPHYINSTUMENTATIONGROUNDWATER
SYSTEM MODELINGSTABLITY MODELINGCONCLUSIONSACKNOWLEDGEMENTS
Paper 391.pdfDevelopment of flushable adaptorDetermination of
grout propertiesPore pressure response testPiezometer
selectionInstallation Procedure
Paper 364.pdfINTRODUCTIONINSTRUMENTATION SYSTEMSETTLEMENT OF THE
DAMUpstream ShellDownstream ShellClay Core
NUMERICAL MODELLINGBack Analysis
CONCLUSIONSACKNOWLEDGEMENTS
Paper 566.pdfINTRODUCTION2.HAZARD3.EARTHQUAKE MAGNITUDE FOR USE
IN LIQUEFACTION ASSESSMENTSELECTION OF EARTHQUAKE
RECORDSCHARACTERISTIC EARTHQUAKE DISTANCE
Paper 558.pdfINTRODUCTIONREAL FRACTURES AND FRACTURE
NETWORKSDISCRETE FRACTURE NETWORK TECHNOLOGYIntroductionDerivation
of DFN Parameters
DFN BLOCK ANALYSISDFN SLOPE STABILITY EXAMPLEDFN MODELS AND
GROUNDWATER FLOWWELL TESTS AND FRACTURE
FLOWDISCUSSIONCONCLUSIONSACKNOWLEDGEMENTSREFERENCES
Pages1460-1583.pdfPaper 267.pdfPaper
267.pdfINTRODUCTIONOBJECTIVES AND SCOPEPHASE 3 ANALYTICAL
STUDYDatabase Development and InterpretationConceptual
Hydrogeologic ModelGroundwater ModelSlope Stability Analyses
RESULTS AND CONCLUSIONSCritical Moraine SlopesMoraine
Hydrogeology Modeling ResultsStability of Critical
SlopesConsequences of FailuresStability Risk Assessment
RECOMMENDATIONSRemedial MeasuresReservoir Operations
ACKNOWLEDGMENTS
Paper 416.pdf3. PHYSICAL CHARACTERISTICS OF THE
AQUIFERAGRICULTURE PROGRAMS AND RESULTS5.1 Stewardship
Programs by the Raspberry Industry
6. TRENDS IN GROUNDWATER QUALITY7. SOURCE AND MECHANISM OF
CONTAMINATION7.1 Effectiveness of Nutrient Management Planning as
Source Control Tool7.2 Additional Sources of N7.3 Mechanism of
Contamination
8. FURTHERING OUR UNDERSTANDING8.1 Advanced Hydrogeological
Research8.1.1 Modeling8.1.2 Direct Testing of Recommended
BMP’s8.1.2 In-Situ Remediation8.2 Improvement of Monitoring
Paper 265.pdfINTRODUCTIONPHASE 1 - DATA COMPILATIONPHASE 2 –
CONCEPTUAL MODELPHASE 3 – NUMERICAL MODELModel DevelopmentWell
Capture ZonesAquifer Water Balance
CONCLUSIONSACKNOWLEDGEMENTS
Paper 152.pdfINTRODUCTIONGEOPHYSICAL SURVEYINGSite
DescriptionBorehole LoggingGround Penetrating RadarImplications for
Nitrate Transport
VADOSE ZONE MODELLINGBackgroundResidual Nitrate
Concentration
The ApproachModelling Results
SATURATED ZONE TRANSPORTSensitivity AnalysisParticle
TrackingComparison of Model Ages to Isotopic Ages
CONCLUSIONSACKNOWLEDGEMENTS
Paper 359.pdf1. INTRODUCTION 2. HYDROGEOLOGY 3. METHODS 6.
ACKNOWLEDGEMENTS
Paper 377.pdfINTRODUCTIONSTUDY AREALocation and Geologic
SettingHydrogeology
SALINITY DISTRIBUTIONTRANSPORT MODELLINGDISCUSSIONEstuarine
AreasInland and Delta Front Areas
CONCLUSIONS
Paper 401.pdfINTRODUCTIONPHYSIOGRAPHIC AND GENERAL GEOLOGICAL
SETTINGGeneral Stratigraphy
EXISTING GROUNDWATER USAGESTRATIGRAPHIC INTERPRETATION FOR
GROUNDWATER DEVELOPMENTSemiahmoo Outwash SandWestlynn Outwash
APPLICATION OF THE SURREY STRATIGRAPHIC MODEL TO GROUNDWATER
EXPLORATION AND DEVELOPMENTSurrey Test Well Drilling Program
CONCLUSIONS
Paper 121.pdfINTRODUCTIONPHYSIOGRAPHY AND HYDROGEOLOGYFRACTURE
COLLECTION AND ANALYSISField Data CollectionStatistical
AnalysisStochastic ModelingDiscrete Fracture NetworksParameter
Estimation
VERTICAL PERMEABILITY RESULTSCLIMATE AND RECHARGE
MODELLINGClimateRechargeRecharge Modelling
RECHARGE DISTRIBUTIONCONCLUSIONSACKNOWLEDGEMENTS
Paper 316.pdfINTRODUCTIONHYDROGEOLOGYVancouver IslandGulf
Islands
AQUIFER CLASSIFICATIONSOBSERVATION WELL NETWORKLONG-TERM TRENDS
IN WATER LEVELSSite 1 – North-Central Saanich AquiferSite 2 –
Gabriola Island
6.SUMMARY7. ACKNOWLEDGEMENTS
Paper 417.pdfINTRODUCTIONSTUDY REGION AND GEOLOGIC
SETTINGFRACTURED BEDROCK AQUIFERS AND WELL YIELDSdrilling. In some
instances, involving low-producing wells, some well drillers would
also drill a few extra metres below the INVESTIGATORY
APPROACHRESULTSArea “A” (Aquifer 608 at Ardmore)
Figure 4. Extension fractures (tension joints) occurring between
shear zones striking east-west and dipping towards the north,Area
“B” (Aquifer 681 at Willis Point)Area “C” (Aquifer 680,
Highlands-Lone Tree Hill)
Figure 10. Curvilinear low angle shear fracture and intersecting
open tension fractures in rocks of West Coast Crystalline
ComCONCLUSIONSREFERENCES
Paper 350.pdfINTRODUCTIONStudy Area
METHODSEstimated Well YieldWell Head Location, Elevation and
SlopeLineaments
RESULTS AND DISCUSSIONEstimated YieldWell DepthElevation at the
Well HeadSlopeBedrock TypeDistance Between Well and Closest
LineamentDistance between Well and Closest Lineament
IntersectionSources of Error
CONCLUSIONS & RECOMMENDATIONSACKNOWLEDGEMENTS
Paper 188.pdfINTRODUCTIONSTUDY AREAMETHODOLOGYFIELD
DATANUMERICAL MODELMODEL DESIGN
RESULTS AND DISCUSSIONSteady state calibrationTransient state
simulation
CONCLUSIONACKNOWLEDGEMENTS
Pages1584-1680.pdfPaper 234.pdfELEVATED FLUORIDE AND BORON
LEVELS IN GROUNDWATER FROM THE NANAIMO GROUP, VANCOUVER ISLAND,
CANADASteven Earle, Geology Dept., Malaspina University-College,
Nanaimo, British Columbia, CanadaErik Krogh, Applied Environmental
Research Laboratories, Chemistry Dept., Malaspina
University-College, Nanaimo, British Colum1. INTRODUCTION1.1 Study
area
FormationLithologyGabriolaMedium- to coarse-grained submarine
fan feldspathic sandstone (average 15% matrix), with mudstone
interbedsSpraySubmarine fan mudstone and siltstone with turbidites,
and with sandstone interbedsGeoffreyMedium- to coarse-grained
submarine fan feldspathic sandstone (average 15% matrix)
interbedded with conglomerateNorthum-berlandSubmarine fan mudstone
and siltstone with sandstone interbedsDe CourcyMedium- to
coarse-grained submarine fan feldspathic sandstone (average 15%
matrix), with mudstone interbedsCedar DistrictSubmarine fan
mudstone and siltstone with turbidites, and with sandstone
interbeds2. METHODS3.1 Major element water geochemistryAs shown on
Figure 4a, the majority of the groundwaters that we sampled are
dominated by bicarbonate, although a few have chloThe major-element
characteristics of the Yellow Point and Gabriola groundwaters, as
described above, are generally very simila3.2 Trace element water
geochemistry3.3 Rock geochemistry
Paper 286.pdfHydrogeological Study of the Cold Lake Air Weapon
Range, Alberta
Paper 327.pdf3.2.Second exemple, |a| < 2, éqs.
[20-21]Chapuis, R.P. 2002. Solution analytique de l’écoulement en
régime permanent dans un aquifère incliné à nappe libre, et
compara
Paper 237.pdfHYDROGEOLOGIC INVESTIGATIONS IN THE CANADIAN
NORTH1.INTRODUCTION2.ACCESS, CLIMATE, AND
DRILLING3.PERMAFROST4.POST-GLACIAL GEOLOGY
Paper 240.pdf1.INTRODUCTION
Paper 118.pdfINTRODUCTIONTHE INTERFACIAL FLOW METER
DESIGNCalibrationInstallation of piezometer and stream gauge
clusters.Measuring water flow across the sediment-water
boundary
RESULTS AND DISCUSSIONTemporal and spatial variation of
hydraulic headWater flow across the sediment-water boundaryVertical
hydraulic conductivity
ACKNOWLEDGEMENTS
Paper 146.pdfINTRODUCTIONDATA ACQIUISITION
STRATEGYCompound-Specific Isotope Analysis (CSIA)Signature
Metabolite Analysis (SMA)Redox-Sensitive Tapes (RST)
CASE STUDIESCase Study 1 – Creosote-contaminated SiteSite
DescriptionSite-specific Data Acquisition StrategyResults
Case Study 2 – Gas Station SiteSite DescriptionSite-specific
Data Acquisition Strategy
Results
CONCLUSIONS
Paper 386.pdfINTRODUCTIONSIMULATION OF ADVECTIVE HEAT TRANSPORT
IN HETEROGENEOUS ENVIRONMENTSGeneration of Permeability
FieldsNumerical Models
RESULTSDISCUSSION AND CONCLUSIONSACKNOWLEDGEMENTS
Paper 144.pdfFINDING BURIED TREASURE – ASSESSING AQUIFER
SUITABILITY FOR LARGE OPEN LOOP GEOEXCHANGE
APPLICATIONSINTRODUCTIONGENERAL APPROACHRequired Site
InformationAcceptance CriteriaIn practical use, many of the above
parameters can be estimated or approximated using established
methods and the minimum requSuitability Assessment
FLOW CHART FOR SITE SUITABILITY ASSESSMENTCASE
EXAMPLECONCLUSIONSACKNOWLEDGEMENTSWater QualityMineral scaling or
corrosion of well screens or exchanger platesThermalSpace for
required geoexchange well separationSpace for dissipation of
thermal plumeInduced temperature change in nearby wells
Paper 550.pdfINTRODUCTIONPRE-MINING CONCEPTUAL MODELS1996 Field
Data1996 Conceptual Model 1997 Field Data1998 Conceptual
ModelGeochemical Data1998 Numerical Model1999 Field Data1999
Conceptual Model
OBSERVATIONS DURING MININGCONCEPTUAL MODEL 2004DEWEY'S
FAULTDISCUSSIONACKNOWLEDGEMENTSREFERENCES
Paper 138.pdfINTRODUCTIONDISCRETE VS MIXED PLUMESSTATISTICAL
MEASURES OF SIMILARITY4.APPLICATION TO THE LLAGAS
SUBBASINCONCLUSIONSACKNOWLEDGEMENTS7.REFERENCES
Pages1681-1773.pdfPaper 235.pdfPaper
235.pdfINTRODUCTIONGEOLOGICAL SETTINGFigure 2. MERA I and II
springs overlayed on the lithology of the SNRB and NNP (based on
Okulitch, 2005).LINKING MAJOR IONS AND ISOTOPES TO THE LOCAL
GEOLOGYPREDICTING MINERALIZATION TYPES USING TRACE ELEMENT
CONCENTRATIONSStatisticsLocal Pluton and Spring Trace Element
ComparisonFicklin DiagramLinking Trace Element and Major Ion
Geochemistry
CONCLUSIONSACKNOWLEDGEMENTSREFERENCES
Paper 238.pdf1.INTRODUCTION2.HYDROSTRATIGRAPHY2.1Ordovician
Sedimentary Rocks2.2Ekwan River and Severn River
Formations2.3Attawapiskat Limestone2.4Quaternary Deposits
3.GROUNDWATER FLOW
Paper 251.pdfINTRODUCTIONMETHODSRESULTS AND DISCUSSIONPhase I
Data ReviewEarly Historical DataHistorical Data from 1990 to
2001
2002 to 2005 Monitoring ResultsWater Levels2002 Chemistry2004
and 2005 Chemistry
SUMMARY AND CONCLUSIONSACKNOWLEDGEMENTSREFERENCES
Paper 260.pdfINTRODUCTIONSITE HYDROGEOLOGYNUMERICAL
HYDROGEOLOGIC MODELEVALUATION OF REMEDIAL ALTERNATIVESOption 1 –
Pumping of Mixed Freshwater and SeawaterOption 2 – Pumping of
Freshwater with Seawater BarrierOption 3 – Pumping of Freshwater
with Barrier WallOption 4 – Pumping of Freshwater Only
IMPLEMENTATION OF GROUNDWATER MANAGEMENT SYSTEM
Paper 279.pdfINTRODUCTIONEXPERIMENTAL OVERVIEW –TRACE-METAL
MOBILITY EXPERIMENTSSampling: Aqueous PhaseSampling: Solid
Phase
RESULTS AND DISCUSSIONAqueous GeochemistryTrace-Metal Mobility
MCCTrace-Metal Mobility MFCC
CONCLUSIONS
Paper 319.pdfINTRODUCTIONWELL INSTALLATIONSDesign of Monitoring
Wells
SAMPLING AND TESTINGWater Quality
PRESSURE PROFILESDISCUSSIONACKNOWLEDGEMENTSREFERENCES
Paper 326.pdfINTRODUCTIONMODELLING APPROACHESCONCEPTUAL MODEL
1OverviewSimulation ApproachSimulation Results
CONCEPTUAL MODEL 2OverviewSimulation ApproachSimulation
Results
CONCLUSIONSACKNOWLEDGEMENTSREFERENCES
Paper 353.pdfINTRODUCTIONCONCEPTUAL MODELGROUNDWATER FLOW
MODELSOLUTION MINING IMPACT ASSESSMENTOperation PeriodPost
Operation Period
SUMMARY AND CONCLUSIONSACKNOWLEDGEMENTS
Paper 430.pdfINTRODUCTIONDIVERSION CAPACITY OF INCLINED
COVERSBACKGROUND STUDIESSIMULATIONS OF THE YEARLY RESPONSE UNDER
HUMID CONDITIONSDISCUSSION AND CONCLUSIONACKNOWLEDGEMENTS
Paper 475.pdfINTRODUCTIONASSESSMENT OF THE TUNNEL PLUGProving
that the Plug Test would be safePreparation for the Plug Test and
Mine FillingFilling of the Mine and the Plug TestResults of the
Mine Filling Experiment
ACKNOWLEDGEMENTS
Paper 525.pdfINTRODUCTIONClimate
POTENTIAL REMEDIAL OPTIONSCONCLUSIONS
Pages1774-1775.pdfEXTENDED ABSTRACT