Non-reactive hydraulic assessments during a freeze-thaw laboratory based simulation of a permeable reactive barrier

The impact of freeze-thaw cycling on a ZVI and inert medium was assessed using duplicated Darcy boxes subjected to 42 freeze-thaw cycles. Measuring bed heights and non-reactive tracer tests allowed the assessment of bed hydraulics. Reaction kinetics were also assessed using a step increases in conta...

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Other Authors: STATHAM, TOM (hasPrincipalInvestigator), STATHAM, TOM (processor), MUMFORD, KATHRYN ANNE (hasPrincipalInvestigator), MUMFORD, KATHRYN ANNE (processor), Australian Antarctic Data Centre (publisher)
Format: Dataset
Language:unknown
Published: Australian Antarctic Data Centre
Subjects:
PRB
Online Access:https://researchdata.ands.org.au/non-reactive-hydraulic-reactive-barrier/698960
https://doi.org/10.4225/15/531935788DA33
https://data.aad.gov.au/metadata/records/AAS_4029_Lab_EC
http://nla.gov.au/nla.party-617536
id ftands:oai:ands.org.au::698960
record_format openpolar
institution Open Polar
collection Research Data Australia (Australian National Data Service - ANDS)
op_collection_id ftands
language unknown
topic environment
CONTAMINANT LEVELS/SPILLS
EARTH SCIENCE
HUMAN DIMENSIONS
ENVIRONMENTAL IMPACTS
BUILDINGS
INFRASTRUCTURE
Permeable Reactive Barrier
PRB
Casey
Contaminants
FIELD INVESTIGATION
FIELD SURVEYS
LABORATORY
CONTINENT &gt
ANTARCTICA
GEOGRAPHIC REGION &gt
POLAR
AUSTRALIA/NEW ZEALAND &gt
AUSTRALIA
spellingShingle environment
CONTAMINANT LEVELS/SPILLS
EARTH SCIENCE
HUMAN DIMENSIONS
ENVIRONMENTAL IMPACTS
BUILDINGS
INFRASTRUCTURE
Permeable Reactive Barrier
PRB
Casey
Contaminants
FIELD INVESTIGATION
FIELD SURVEYS
LABORATORY
CONTINENT &gt
ANTARCTICA
GEOGRAPHIC REGION &gt
POLAR
AUSTRALIA/NEW ZEALAND &gt
AUSTRALIA
Non-reactive hydraulic assessments during a freeze-thaw laboratory based simulation of a permeable reactive barrier
topic_facet environment
CONTAMINANT LEVELS/SPILLS
EARTH SCIENCE
HUMAN DIMENSIONS
ENVIRONMENTAL IMPACTS
BUILDINGS
INFRASTRUCTURE
Permeable Reactive Barrier
PRB
Casey
Contaminants
FIELD INVESTIGATION
FIELD SURVEYS
LABORATORY
CONTINENT &gt
ANTARCTICA
GEOGRAPHIC REGION &gt
POLAR
AUSTRALIA/NEW ZEALAND &gt
AUSTRALIA
description The impact of freeze-thaw cycling on a ZVI and inert medium was assessed using duplicated Darcy boxes subjected to 42 freeze-thaw cycles. Measuring bed heights and non-reactive tracer tests allowed the assessment of bed hydraulics. Reaction kinetics were also assessed using a step increases in contaminant (copper and zinc) concentration. All measurements were conducted before, midway and at the end of the freeze-thaw cycling. Two custom built Perspex Darcy boxes of bed dimensions: length 362 mm, width 60 mm and height 194 mm were filled with a mixture of 5 wt% Peerless iron (Peerless Metal Powders and Abrasive, cast iron aggregate 8-50 US sieve) and 95 wt% glass ballotini ground glass (Potters Industries Inc. 25-40 US sieve). This ratio of media was selected to ensure that most aqueous contaminant measurements were above the analytical limit of quantification (LOQ) for feed solutions at a realistic maximum Antarctic metal contaminant concentration at a realistic field water flow rate. All solutions were pumped into and out of the Darcy boxes using peristaltic pumps and acid washed Masterflex FDA vitron tubing. Dry media was weighed in 1 kg batches and homogenised by shaking and turning end over end in a ziplock bag for 1 minute. To ensure that the media was always saturated, known amounts of Milli-Q water followed by the homogenised media were added to each box in approximately 1 cm layers. 20 mm of space was left at the top of the boxes to allow for frost heave and other particle rearrangement processes. The process of each solution flow assessment took approximately 2.5 days. For the entire duration the flow rate of the upstream pump was set at 18.1 mL min-1. The height in the feed weir was maintained as closely as possible to 30 mm below the top of the box by fine adjustment of the downstream pump. During this time the electrical conductivity (EC) of the effluent was logged at 5 second intervals. Initially, Milli-Q water was passed through the box until the EC reduced to a constant value. After approximately 10 hours of water flow a conductivity-based pulse tracer test was conducted on the box. This was performed by changing the feed solution to 0.05 M sodium bromine for 20 minutes. Between 95% and 103% of the tracer was recovered in all tests as measured by an e curve method described by Levenspiel (1999). Residence times were determined using the exit age distribution method. The remaining assessment consisted of increasing step concentrations of copper and zinc solutions. This reactive tracer data is presented in Statham et al. (unpublished manuscript). After the sampling, metal clamps were tightened along the length at the base and top of the boxes to increase structural integrity when exposed to freeze-thaw cycling. The Perspex sides and bases of both Darcy boxes were covered with insulated panels of 25 mm of extruded polystyrene and the boxes were placed in a Sanyo MIR-153 laboratory incubator. The incubator was programmed to cycle through 4 days at -12 degrees C followed by 3 days at 10 degrees C. These temperatures were based on the lower limit of operation of the machine and a realistic field condition. Levenspiel, O. (1999) Chemical Reaction Engineering. 3rd Edition. John Wiley and Sons, New York.
author2 STATHAM, TOM (hasPrincipalInvestigator)
STATHAM, TOM (processor)
MUMFORD, KATHRYN ANNE (hasPrincipalInvestigator)
MUMFORD, KATHRYN ANNE (processor)
Australian Antarctic Data Centre (publisher)
format Dataset
title Non-reactive hydraulic assessments during a freeze-thaw laboratory based simulation of a permeable reactive barrier
title_short Non-reactive hydraulic assessments during a freeze-thaw laboratory based simulation of a permeable reactive barrier
title_full Non-reactive hydraulic assessments during a freeze-thaw laboratory based simulation of a permeable reactive barrier
title_fullStr Non-reactive hydraulic assessments during a freeze-thaw laboratory based simulation of a permeable reactive barrier
title_full_unstemmed Non-reactive hydraulic assessments during a freeze-thaw laboratory based simulation of a permeable reactive barrier
title_sort non-reactive hydraulic assessments during a freeze-thaw laboratory based simulation of a permeable reactive barrier
publisher Australian Antarctic Data Centre
url https://researchdata.ands.org.au/non-reactive-hydraulic-reactive-barrier/698960
https://doi.org/10.4225/15/531935788DA33
https://data.aad.gov.au/metadata/records/AAS_4029_Lab_EC
http://nla.gov.au/nla.party-617536
op_coverage Spatial: northlimit=-66.0; southlimit=-66.0; westlimit=110.0; eastLimit=110.0; projection=WGS84
Temporal: From 2012-09-21 to 2013-07-22
long_lat ENVELOPE(177.167,177.167,-84.983,-84.983)
ENVELOPE(110.0,110.0,-66.0,-66.0)
geographic Antarctic
New Zealand
Weir
geographic_facet Antarctic
New Zealand
Weir
genre Antarc*
Antarctic
Antarctica
genre_facet Antarc*
Antarctic
Antarctica
op_source Australian Antarctic Data Centre
op_relation https://researchdata.ands.org.au/non-reactive-hydraulic-reactive-barrier/698960
462498d9-2777-4ef5-86ba-295d2040faa5
doi:10.4225/15/531935788DA33
AAS_4029_Lab_EC
https://data.aad.gov.au/metadata/records/AAS_4029_Lab_EC
http://nla.gov.au/nla.party-617536
op_doi https://doi.org/10.4225/15/531935788DA33
_version_ 1766245789286268928
spelling ftands:oai:ands.org.au::698960 2023-05-15T13:46:57+02:00 Non-reactive hydraulic assessments during a freeze-thaw laboratory based simulation of a permeable reactive barrier STATHAM, TOM (hasPrincipalInvestigator) STATHAM, TOM (processor) MUMFORD, KATHRYN ANNE (hasPrincipalInvestigator) MUMFORD, KATHRYN ANNE (processor) Australian Antarctic Data Centre (publisher) Spatial: northlimit=-66.0; southlimit=-66.0; westlimit=110.0; eastLimit=110.0; projection=WGS84 Temporal: From 2012-09-21 to 2013-07-22 https://researchdata.ands.org.au/non-reactive-hydraulic-reactive-barrier/698960 https://doi.org/10.4225/15/531935788DA33 https://data.aad.gov.au/metadata/records/AAS_4029_Lab_EC http://nla.gov.au/nla.party-617536 unknown Australian Antarctic Data Centre https://researchdata.ands.org.au/non-reactive-hydraulic-reactive-barrier/698960 462498d9-2777-4ef5-86ba-295d2040faa5 doi:10.4225/15/531935788DA33 AAS_4029_Lab_EC https://data.aad.gov.au/metadata/records/AAS_4029_Lab_EC http://nla.gov.au/nla.party-617536 Australian Antarctic Data Centre environment CONTAMINANT LEVELS/SPILLS EARTH SCIENCE HUMAN DIMENSIONS ENVIRONMENTAL IMPACTS BUILDINGS INFRASTRUCTURE Permeable Reactive Barrier PRB Casey Contaminants FIELD INVESTIGATION FIELD SURVEYS LABORATORY CONTINENT &gt ANTARCTICA GEOGRAPHIC REGION &gt POLAR AUSTRALIA/NEW ZEALAND &gt AUSTRALIA dataset ftands https://doi.org/10.4225/15/531935788DA33 2020-01-05T21:15:41Z The impact of freeze-thaw cycling on a ZVI and inert medium was assessed using duplicated Darcy boxes subjected to 42 freeze-thaw cycles. Measuring bed heights and non-reactive tracer tests allowed the assessment of bed hydraulics. Reaction kinetics were also assessed using a step increases in contaminant (copper and zinc) concentration. All measurements were conducted before, midway and at the end of the freeze-thaw cycling. Two custom built Perspex Darcy boxes of bed dimensions: length 362 mm, width 60 mm and height 194 mm were filled with a mixture of 5 wt% Peerless iron (Peerless Metal Powders and Abrasive, cast iron aggregate 8-50 US sieve) and 95 wt% glass ballotini ground glass (Potters Industries Inc. 25-40 US sieve). This ratio of media was selected to ensure that most aqueous contaminant measurements were above the analytical limit of quantification (LOQ) for feed solutions at a realistic maximum Antarctic metal contaminant concentration at a realistic field water flow rate. All solutions were pumped into and out of the Darcy boxes using peristaltic pumps and acid washed Masterflex FDA vitron tubing. Dry media was weighed in 1 kg batches and homogenised by shaking and turning end over end in a ziplock bag for 1 minute. To ensure that the media was always saturated, known amounts of Milli-Q water followed by the homogenised media were added to each box in approximately 1 cm layers. 20 mm of space was left at the top of the boxes to allow for frost heave and other particle rearrangement processes. The process of each solution flow assessment took approximately 2.5 days. For the entire duration the flow rate of the upstream pump was set at 18.1 mL min-1. The height in the feed weir was maintained as closely as possible to 30 mm below the top of the box by fine adjustment of the downstream pump. During this time the electrical conductivity (EC) of the effluent was logged at 5 second intervals. Initially, Milli-Q water was passed through the box until the EC reduced to a constant value. After approximately 10 hours of water flow a conductivity-based pulse tracer test was conducted on the box. This was performed by changing the feed solution to 0.05 M sodium bromine for 20 minutes. Between 95% and 103% of the tracer was recovered in all tests as measured by an e curve method described by Levenspiel (1999). Residence times were determined using the exit age distribution method. The remaining assessment consisted of increasing step concentrations of copper and zinc solutions. This reactive tracer data is presented in Statham et al. (unpublished manuscript). After the sampling, metal clamps were tightened along the length at the base and top of the boxes to increase structural integrity when exposed to freeze-thaw cycling. The Perspex sides and bases of both Darcy boxes were covered with insulated panels of 25 mm of extruded polystyrene and the boxes were placed in a Sanyo MIR-153 laboratory incubator. The incubator was programmed to cycle through 4 days at -12 degrees C followed by 3 days at 10 degrees C. These temperatures were based on the lower limit of operation of the machine and a realistic field condition. Levenspiel, O. (1999) Chemical Reaction Engineering. 3rd Edition. John Wiley and Sons, New York. Dataset Antarc* Antarctic Antarctica Research Data Australia (Australian National Data Service - ANDS) Antarctic New Zealand Weir ENVELOPE(177.167,177.167,-84.983,-84.983) ENVELOPE(110.0,110.0,-66.0,-66.0)