Difference between revisions of "Main Page"
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<u>'''[[Transport & Attenuation Processes | Attenuation & Transport Processes]]'''</u> | <u>'''[[Transport & Attenuation Processes | Attenuation & Transport Processes]]'''</u> | ||
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*[[Advection and Groundwater Flow]] | *[[Advection and Groundwater Flow]] | ||
*[[Biodegradation - 1,4-Dioxane]] | *[[Biodegradation - 1,4-Dioxane]] | ||
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<u>'''[[Characterization, Assessment & Monitoring]]'''</u> | <u>'''[[Characterization, Assessment & Monitoring]]'''</u> | ||
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*[[Characterization Methods – Hydraulic Conductivity]] | *[[Characterization Methods – Hydraulic Conductivity]] | ||
*[[Compound Specific Isotope Analysis (CSIA)|Compound Specific Isotope Analysis (CSIA)]] | *[[Compound Specific Isotope Analysis (CSIA)|Compound Specific Isotope Analysis (CSIA)]] | ||
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**[[Geophysical Methods - Case Studies | Case Studies]] | **[[Geophysical Methods - Case Studies | Case Studies]] | ||
*[[Groundwater Sampling - No-Purge/Passive]] | *[[Groundwater Sampling - No-Purge/Passive]] | ||
+ | *[[LNAPL Conceptual Site Models]] | ||
*[[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]] | ||
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**[[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]] |
<u>'''[[Climate Change]]'''</u> | <u>'''[[Climate Change]]'''</u> | ||
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*[[Climate Change Primer]] | *[[Climate Change Primer]] | ||
| style="width:33%; vertical-align:top; " | | | style="width:33%; vertical-align:top; " | | ||
<u>'''[[Coastal and Estuarine Ecology]]'''</u> | <u>'''[[Coastal and Estuarine Ecology]]'''</u> | ||
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*[[Phytoplankton (Algae) Blooms]] | *[[Phytoplankton (Algae) Blooms]] | ||
<u>'''[[Contaminated Sediments - Introduction | Contaminated Sediments]]'''</u> | <u>'''[[Contaminated Sediments - Introduction | Contaminated Sediments]]'''</u> | ||
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*[[In Situ Treatment of Contaminated Sediments with Activated Carbon]] | *[[In Situ Treatment of Contaminated Sediments with Activated Carbon]] | ||
<u>'''[[Munitions Constituents]]'''</u> | <u>'''[[Munitions Constituents]]'''</u> | ||
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*[[Munitions Constituents - Alkaline Degradation| Alkaline Degradation]] | *[[Munitions Constituents - Alkaline Degradation| Alkaline Degradation]] | ||
*[[Munitions Constituents - Composting| Composting]] | *[[Munitions Constituents - Composting| Composting]] | ||
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<u>'''[[Monitored Natural Attenuation (MNA)]]'''</u> | <u>'''[[Monitored Natural Attenuation (MNA)]]'''</u> | ||
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*[[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 Metal and Metalloids| MNA of Metals and Metalloids]] | *[[Monitored Natural Attenuation (MNA) of Metal and Metalloids| MNA of Metals and Metalloids]] | ||
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<u>'''[[Regulatory Issues and Site Management]]'''</u> | <u>'''[[Regulatory Issues and Site Management]]'''</u> | ||
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*[[Alternative Endpoints]] | *[[Alternative Endpoints]] | ||
*[[Mass Flux and Mass Discharge]] | *[[Mass Flux and Mass Discharge]] | ||
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<u>'''[[Soil & Groundwater Contaminants]]'''</u> | <u>'''[[Soil & Groundwater Contaminants]]'''</u> | ||
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*[[1,4-Dioxane]] | *[[1,4-Dioxane]] | ||
*[[Chlorinated Solvents]] | *[[Chlorinated Solvents]] |
Revision as of 14:18, 4 September 2020
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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: In Situ Treatment of Contaminated Sediments with Activated CarbonHigh-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.
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