Difference between revisions of "Main Page"
(55 intermediate revisions by 2 users not shown) | |||
Line 18: | Line 18: | ||
<!-- TODAY'S FEATURED ARTICLE --> | <!-- TODAY'S FEATURED ARTICLE --> | ||
| id="mp-left" class="MainPageBG" style="width:55%; padding:0; vertical-align:top; color:#000;" | | | id="mp-left" class="MainPageBG" style="width:55%; padding:0; vertical-align:top; color:#000;" | | ||
− | <h2 id="mp-tfa-h2" style="margin:0.5em; background:#cef2e0; font-family:inherit; font-size:120%; font-weight:bold; border:1px solid #a3bfb1; color:#000; padding:0.2em 0.4em;"> Featured article: | + | <h2 id="mp-tfa-h2" style="margin:0.5em; background:#cef2e0; font-family:inherit; font-size:120%; font-weight:bold; border:1px solid #a3bfb1; color:#000; padding:0.2em 0.4em;"> Featured article: Reverse Osmosis and Nanofiltration Membrane Filtration Systems for PFAS Removal</h2> |
− | <div id="mp-tfa" style="padding:0.0em 1.0em;">[[File: | + | <div id="mp-tfa" style="padding:0.0em 1.0em;">[[File:RichardsonFig1.png|400px|left|link=Reverse Osmosis and Nanofiltration Membrane Filtration Systems for PFAS Removal]]<dailyfeaturedpage></dailyfeaturedpage> |
− | [[ | + | |
+ | [[Reverse Osmosis and Nanofiltration Membrane Filtration Systems for PFAS Removal|(Full article...)]] </div> | ||
| style="border:1px solid transparent;" | | | style="border:1px solid transparent;" | | ||
Line 31: | Line 32: | ||
<slideshow sequence="random" transition="fade" refresh="7500"> | <slideshow sequence="random" transition="fade" refresh="7500"> | ||
− | [[File:WH Picture1.JPG|thumb|center|x350px|link= | + | [[File:WH Picture1.JPG|thumb|center|x350px|link=Matrix Diffusion|Molecular diffusion slowly transports solutes into clay-rich, lower permeability zones]] |
[[File:WH Picture2.JPG|thumb|center|x350px|link=Subgrade Biogeochemical Reactor (SBGR)|Typical subgrade biogeochemical reactor (SBGR) layout. The SBGR is an in situ remediation technology for treatment of contaminated source areas and groundwater plume hot spots<br/>]] | [[File:WH Picture2.JPG|thumb|center|x350px|link=Subgrade Biogeochemical Reactor (SBGR)|Typical subgrade biogeochemical reactor (SBGR) layout. The SBGR is an in situ remediation technology for treatment of contaminated source areas and groundwater plume hot spots<br/>]] | ||
[[File:WH Picture3.JPG|thumb|center|x350px|link=Direct Push Logging|An Hydraulic Profiling Tool (HPT) log with electrical conductivity (EC) on left, injection pressure in middle, and flow rate on the right]] | [[File:WH Picture3.JPG|thumb|center|x350px|link=Direct Push Logging|An Hydraulic Profiling Tool (HPT) log with electrical conductivity (EC) on left, injection pressure in middle, and flow rate on the right]] | ||
Line 52: | Line 53: | ||
[[File:WH Picture20.JPG|thumb|center|x350px|link=Mass_Flux_and_Mass_Discharge|Data input screen for ESTCP Mass Flux Toolkit]] | [[File:WH Picture20.JPG|thumb|center|x350px|link=Mass_Flux_and_Mass_Discharge|Data input screen for ESTCP Mass Flux Toolkit]] | ||
[[File:WH Picture21.JPG|thumb|center|x350px|link=Bioremediation_-_Anaerobic_Design_Considerations|Amendment addition for biobarrier]] | [[File:WH Picture21.JPG|thumb|center|x350px|link=Bioremediation_-_Anaerobic_Design_Considerations|Amendment addition for biobarrier]] | ||
− | [[File:WH Picture22.JPG|thumb|center|x350px|link= | + | [[File:WH Picture22.JPG|thumb|center|x350px|link=Thermal Conduction Heating (TCH)|Thermal Remediation - Desorption schematic]] |
[[File:WH_Picture23.jpg|thumb|center|x350px|link=Contaminated_Sediments_-_Introduction |Key exposure pathways for human health risk from contaminated sediments]] | [[File:WH_Picture23.jpg|thumb|center|x350px|link=Contaminated_Sediments_-_Introduction |Key exposure pathways for human health risk from contaminated sediments]] | ||
[[File:WH_Picture24.jpg|thumb|center|x350px|link=Perfluoroalkyl_and_Polyfluoroalkyl_Substances_(PFAS)| The PFAS family of compounds]] | [[File:WH_Picture24.jpg|thumb|center|x350px|link=Perfluoroalkyl_and_Polyfluoroalkyl_Substances_(PFAS)| The PFAS family of compounds]] | ||
Line 79: | Line 80: | ||
*[[Vapor Intrusion (VI)]] | *[[Vapor Intrusion (VI)]] | ||
**[[Vapor Intrusion - Separation Distances from Petroleum Sources]] | **[[Vapor Intrusion - Separation Distances from Petroleum Sources]] | ||
− | **[[Vapor Intrusion – Sewers and Utility Tunnels as Preferential Pathways]] | + | **[[Vapor Intrusion – Sewers and Utility Tunnels as Preferential Pathways|Vapor Intrusion - Sewers and Utility Tunnels as Preferential Pathways]] |
+ | **[[Assessing Vapor Intrusion (VI) Impacts in Neighborhoods with Groundwater Contaminated by Chlorinated Volatile Organic Chemicals (CVOCs)|Vapor Intrusion - Assessing VI Impacts in Neighborhoods with Groundwater Contaminated CVOCs]] | ||
<u>'''[[Characterization, Assessment & Monitoring]]'''</u> | <u>'''[[Characterization, Assessment & Monitoring]]'''</u> | ||
Line 86: | Line 88: | ||
*[[Compound Specific Isotope Analysis (CSIA)|Compound Specific Isotope Analysis (CSIA)]] | *[[Compound Specific Isotope Analysis (CSIA)|Compound Specific Isotope Analysis (CSIA)]] | ||
*[[Direct Push (DP) Technology]] | *[[Direct Push (DP) Technology]] | ||
− | **[[Direct Push Logging | | + | **[[Direct Push Logging |Direct Push Logging]] |
− | **[[Direct Push Sampling | | + | **[[Direct Push Sampling |Direct Push Sampling]] |
*[[Geophysical Methods | Geophysical Methods]] | *[[Geophysical Methods | Geophysical Methods]] | ||
− | **[[Geophysical Methods - Case Studies | Case Studies]] | + | **[[Geophysical Methods - Case Studies |Case Studies]] |
+ | **[[Hydrogeophysical Methods for Characterization and Monitoring of Groundwater-Surface Water Exchanges]] | ||
*[[Groundwater Sampling - No-Purge/Passive]] | *[[Groundwater Sampling - No-Purge/Passive]] | ||
*[[Long-Term Monitoring (LTM)|Long-Term Monitoring (LTM)]] | *[[Long-Term Monitoring (LTM)|Long-Term Monitoring (LTM)]] | ||
− | **[[Long-Term Monitoring (LTM) - Data Analysis | LTM Data Analysis]] | + | **[[Long-Term Monitoring (LTM) - Data Analysis |LTM Data Analysis]] |
− | **[[Long-Term Monitoring (LTM) - Data Variability | LTM Data Variability]] | + | **[[Long-Term Monitoring (LTM) - Data Variability |LTM Data Variability]] |
− | *[[Molecular Biological Tools - MBTs | Molecular Biological Tools (MBTs)]] | + | *[[Molecular Biological Tools - MBTs |Molecular Biological Tools (MBTs)]] |
**[[Metagenomics]] | **[[Metagenomics]] | ||
**[[Proteomics and Proteogenomics]] | **[[Proteomics and Proteogenomics]] | ||
**[[Quantitative Polymerase Chain Reaction (qPCR)]] | **[[Quantitative Polymerase Chain Reaction (qPCR)]] | ||
**[[Stable Isotope Probing (SIP)]] | **[[Stable Isotope Probing (SIP)]] | ||
− | *[[Natural Attenuation in Source Zone and Groundwater Plume - Bemidji Crude Oil Spill | Natural Attenuation in Source Zone and Groundwater Plume -<br /> Bemidji Crude Oil Spill]] | + | *[[Natural Attenuation in Source Zone and Groundwater Plume - Bemidji Crude Oil Spill |Natural Attenuation in Source Zone and Groundwater Plume -<br />Bemidji Crude Oil Spill]] |
+ | *[[OPTically-based In-situ Characterization System (OPTICS)]] | ||
<u>'''[[Climate Change Primer | Climate Change]]'''</u> | <u>'''[[Climate Change Primer | Climate Change]]'''</u> | ||
+ | *[[Climate Change Effects on Wildlife]] | ||
*[[Downscaled High Resolution Datasets for Climate Change Projections]] | *[[Downscaled High Resolution Datasets for Climate Change Projections]] | ||
*[[Infrastructure Resilience]] | *[[Infrastructure Resilience]] | ||
*[[Predicting Species Responses to Climate Change with Population Models]] | *[[Predicting Species Responses to Climate Change with Population Models]] | ||
+ | *[[Restoration of Ecological Function in Terrestrial Systems Impacted by Invasive Species]] | ||
<u>'''[[Coastal and Estuarine Ecology]]'''</u> | <u>'''[[Coastal and Estuarine Ecology]]'''</u> | ||
Line 119: | Line 125: | ||
*[[Passive Sampling of Sediments]] | *[[Passive Sampling of Sediments]] | ||
*[[Sediment Capping]] | *[[Sediment Capping]] | ||
+ | *[[Sediment Porewater Dialysis Passive Samplers for Inorganics (Peepers)]] | ||
<u>'''[[Light Non-Aqueous Phase Liquids (LNAPLs)]]'''</u> | <u>'''[[Light Non-Aqueous Phase Liquids (LNAPLs)]]'''</u> | ||
Line 128: | Line 135: | ||
<u>'''[[Munitions Constituents]]'''</u> | <u>'''[[Munitions Constituents]]'''</u> | ||
− | *[[Munitions Constituents - Alkaline Degradation| Alkaline Degradation]] | + | *[[Munitions Constituents - Abiotic Reduction|Abiotic Reduction]] |
− | *[[Munitions Constituents - Composting| Composting]] | + | *[[Munitions Constituents - Alkaline Degradation|Alkaline Degradation]] |
− | *[[Munitions Constituents - Deposition | Deposition]] | + | **[[Pyrogenic Carbonaceous Matter Enhanced Alkaline Hydrolysis]] |
− | *[[Munitions Constituents - Dissolution | Dissolution]] | + | *[[Munitions Constituents - Composting|Composting]] |
− | *[[ | + | *[[Munitions Constituents - Deposition |Deposition]] |
+ | *[[Munitions Constituents - Dissolution |Dissolution]] | ||
+ | *[[Munitions Constituents - Electrochemical Treatment|Electrochemical Treatment]] | ||
*[[Metal(loid)s - Small Arms Ranges]] | *[[Metal(loid)s - Small Arms Ranges]] | ||
− | *[[Munitions Constituents – Photolysis | Photolysis]] | + | *[[Passive Sampling of Munitions Constituents|Passive Sampling]] |
− | *[[Munitions Constituents - Soil Sampling | Soil Sampling]] | + | *[[Munitions Constituents – Photolysis |Photolysis]] |
− | *[[Munitions Constituents - Sorption | Sorption]] | + | *[[Munitions Constituents – Sample Extraction and Analytical Techniques|Sample Extraction and Analytical Techniques]] |
− | *[[Munitions Constituents - IM Toxicology | Toxicology]] | + | *[[Munitions Constituents - Soil Sampling |Soil Sampling]] |
+ | *[[Munitions Constituents - Sorption |Sorption]] | ||
+ | *[[Munitions Constituents - IM Toxicology |Toxicology]] | ||
*[[Munitions Constituents- TREECS™ Fate and Risk Modeling|TREECS™]] | *[[Munitions Constituents- TREECS™ Fate and Risk Modeling|TREECS™]] | ||
Line 143: | Line 154: | ||
*[[Monitored Natural Attenuation (MNA) of Chlorinated Solvents| MNA of Chlorinated Solvents]] | *[[Monitored Natural Attenuation (MNA) of Chlorinated Solvents| MNA of Chlorinated Solvents]] | ||
+ | *[[Monitored Natural Attenuation (MNA) of Fuels| MNA of Fuels]] | ||
*[[Monitored Natural Attenuation (MNA) of Metal and Metalloids| MNA of Metals and Metalloids]] | *[[Monitored Natural Attenuation (MNA) of Metal and Metalloids| MNA of Metals and Metalloids]] | ||
− | |||
*[[Natural Source Zone Depletion (NSZD)]] | *[[Natural Source Zone Depletion (NSZD)]] | ||
*[[Monitored Natural Attenuation - Transitioning from Active Remedies| Transitioning from Active Remedies]] | *[[Monitored Natural Attenuation - Transitioning from Active Remedies| Transitioning from Active Remedies]] | ||
Line 150: | Line 161: | ||
<u>'''[[Perfluoroalkyl and Polyfluoroalkyl Substances (PFAS)]]'''</u> | <u>'''[[Perfluoroalkyl and Polyfluoroalkyl Substances (PFAS)]]'''</u> | ||
+ | *[[Hydrothermal Alkaline Treatment (HALT)]] | ||
*[[PFAS Ex Situ Water Treatment]] | *[[PFAS Ex Situ Water Treatment]] | ||
+ | **[[PFAS Treatment by Anion Exchange]] | ||
+ | *[[PFAS Monitored Retention (PMR) and PFAS Enhanced Retention (PER)]] | ||
*[[PFAS Soil Remediation Technologies]] | *[[PFAS Soil Remediation Technologies]] | ||
*[[PFAS Sources]] | *[[PFAS Sources]] | ||
*[[PFAS Transport and Fate]] | *[[PFAS Transport and Fate]] | ||
*[[PFAS Treatment by Electrical Discharge Plasma]] | *[[PFAS Treatment by Electrical Discharge Plasma]] | ||
+ | *[[Photoactivated Reductive Defluorination - PFAS Destruction | Photoactivated Reductive Defluorination]] | ||
+ | *[[Reverse Osmosis and Nanofiltration Membrane Filtration Systems for PFAS Removal]] | ||
+ | *[[Transition of Aqueous Film Forming Foam (AFFF) Fire Suppression Infrastructure Impacted by Per and Polyfluoroalkyl Substances (PFAS)| Transition of Aqueous Film Forming Foam Fire Suppression Infrastructure Impacted by Per and Polyfluoroalkyl Substances]] | ||
+ | | style="width:33%; vertical-align:top; " | | ||
<u>'''[[Regulatory Issues and Site Management]]'''</u> | <u>'''[[Regulatory Issues and Site Management]]'''</u> | ||
Line 165: | Line 183: | ||
*[[Sustainable Remediation]] | *[[Sustainable Remediation]] | ||
− | + | <u>'''[[Remediation Technologies]]'''</u> | |
*[[Amendment Distribution in Low Conductivity Materials]] | *[[Amendment Distribution in Low Conductivity Materials]] | ||
*[[Bioremediation - Anaerobic|Anaerobic Bioremediation]] | *[[Bioremediation - Anaerobic|Anaerobic Bioremediation]] | ||
Line 198: | Line 216: | ||
<u>'''[[Soil & Groundwater Contaminants]]'''</u> | <u>'''[[Soil & Groundwater Contaminants]]'''</u> | ||
+ | *[[1,2,3-Trichloropropane]] | ||
*[[1,4-Dioxane]] | *[[1,4-Dioxane]] | ||
*[[Chlorinated Solvents]] | *[[Chlorinated Solvents]] | ||
Line 205: | Line 224: | ||
*[[Petroleum Hydrocarbons (PHCs)]] | *[[Petroleum Hydrocarbons (PHCs)]] | ||
*[[Polycyclic Aromatic Hydrocarbons (PAHs)]] | *[[Polycyclic Aromatic Hydrocarbons (PAHs)]] | ||
− | |||
|} | |} | ||
|} | |} | ||
|} | |} |
Latest revision as of 17:35, 23 September 2025
Peer Reviewed. Accessible. Written By Experts |
Your Environmental Information Gateway |
The goal of ENVIRO Wiki is to make scientific and engineering research results more accessible to environmental professionals, facilitating the permitting, design and implementation of environmental projects. Articles are written and edited by invited experts (see Contributors) to summarize current knowledge for the target audience on an array of topics, with cross-linked references to reports and technical literature. | See Table of Contents |
Featured article: Reverse Osmosis and Nanofiltration Membrane Filtration Systems for PFAS RemovalHigh-pressure membrane filtration such as nanofiltration (NF) or reverse osmosis (RO) is a filtration process that separates dissolved inorganic and organic solutes from liquid solvents, typically water. As opposed to porous and more permeable low-pressure membranes (i.e., microfiltration and ultrafiltration), NF and RO membranes are widely considered semi-permeable and therefore require higher operating pressures to force water against an osmotic gradient to produce a purified permeate stream. NF and RO systems are separation processes that yield two streams: the treated permeate and the concentrated retentate. Typical parameters used to describe operational performance of high-pressure membrane systems include solvent recovery and solute rejection. Recovery is defined as the percentage of feed water that becomes permeate. Solute rejection is defined as the percent of concentrated feed water retained by the membrane. Significant advancements in membrane material development have led to development of NF and RO membranes with varying pressure requirements and solute rejection characteristics.
(Full article...)
|
Enviro Wiki Highlights |