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The goal of the ENVIRO.wiki is to make scientific and engineering research results more accessible to the target audience, facilitating the permitting, design and implementation of environmental projects. Articles are written and edited by invited experts (see Contributors) to summarize current knowledge for environmental professionals on an array of topics, with cross-linked references to reports and technical literature.

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Featured article / Biodegradation - Hydrocarbons

Per and polyfluoroalkyl substances (PFAS) contained in Class B aqueous film-forming foams (AFFFs) are known to accumulate on wetted surfaces of many fire suppression systems after decades of exposure.

Fire suppression systems with potential PFAS impacts include fire fighting vehicles that carried AFFF and fixed suppression systems in buildings containing large amounts of flammable materials such as aircraft hangars. PFAS residue on the wetted surfaces of existing infrastructure can rebound into replacement PFAS-free firefighting formulations if not removed during the transition process. Simple surface rinsing with water and low-pressure washing has been proven to be inefficient for removal of surface bound PFAS from piping and tanks that contained fluorinated AFFF.In addition to proper methods for system cleaning to remove residual PFAS, transition to PFAS-free foam may also include consideration of compliance with state and federal regulations, selection of the replacement PFAS-free firefighting formulation, a cost benefit analysis for replacement of the system components versus cleaning, and clean out verification testing. Foam transition should be completed in a manner which minimizes the volume of waste generated as well as preventing any PFAS release into the environment. Companies are developing new methods to remove self-assembled PFAS bilayers from existing fire-fighting infrastructure so that it can be successfully transitioned to PFAS-free formulations. PFAS sampling techniques used to support firefighting formulation transition activities are consistent with conventional sampling techniques used in the environmental industry, but special consideration is made regarding high concentration PFAS materials, elevated detection levels, cross-contamination potential, precursor content, and matrix interferences. The analytical method selected should be appropriate for the regulatory requirements in the site area.

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Enviro Wiki Highlights

Molecular diffusion slowly transports solutes into clay-rich, lower permeability zones

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

An Hydraulic Profiling Tool (HPT) log with electrical conductivity (EC) on left, injection pressure in middle, and flow rate on the right

Diagram of mineral surface exchanging hydrogen ions with varying pH. The surface of most aquifer minerals carries an electrical charge that varies with pH

Comparison of the longitudinal redox zonation concept (A) and the plume fringe concept (B). Both concepts describe the spatial distribution of electron acceptors and respiration processes in a hydrocarbon contaminant plume

Schematic of an Hydraulic Profiling Tool (HPT) probe. HPT were developed to better understand formation permeability and the distribution of permeable and low permeability zones in unconsolidated formations

In situ chemical oxidation using (a) direct-push injection probes or (b) well-to-well flushing to delivery oxidants (shown in blue) into a target treatment zone of groundwater contaminated by dense nonaqueous phase liquid compounds (shown in red)

High-resolution 3D cross-borehole electrical imaging of contaminated fractured rock at the former Naval Air Warfare Center in New Jersey. Cross-borehole resistivity tomography imaging is a geophysical technique that can be used for site characterization and monitoring by observing variations in the electrical properties of subsurface materials

Stable isotope probing (SIP) in use: Loading, deployment and recovery of Bio-Trap® passive sampler with 13C-labeled benzene. Stable isotope probing (SIP) is used to conclusively determine whether in situ biodegradation of a contaminant is occurring

Summary of anticipated, primary reaction pathways for degradation of 1,2,3-Trichloropropane (TCP). TCP is a man-made chemical that was used in the past primarily as a solvent and extractive agent, a paint and varnish remover, and as a cleaning and degreasing agent

Distribution of BTEX plume lengths from 604 hydrocarbon sites. Monitored Natural Attenuation (MNA) is one of the most commonly used remediation approaches for groundwater contaminated with petroleum hydrocarbons (PHCs) and certain fuel additives such as fuel oxygenates or lead scavengers

No-purge and passive sampling methods eliminate the pre-purging step for groundwater sample collection and represent alternatives to conventional sampling methods that rely on low-flow purging of a well prior to collection. The Snap SamplerTM is an example of a passive grab sampler

Conceptualization of Vapor Transport-related Natural Source Zone Depletion (NSZD) processes at a Petroleum Release Site

Conceptual diagram of basic Soil Vapor Extraction (SVE) system for vadose zone remediation. (SVE) is a common and typically effective physical treatment process for remediation of volatile contaminants in vadose zone (unsaturated) soils

Emulsified Vegetable Oil (EVO) mixed in field during early pilot test. EVO is commonly added as a slowly fermentable substrate to stimulate the in situ anaerobic bioremediation of chlorinated solvents, explosives, perchlorate, chromate, and other contaminants

Table of Contents Attenuation & Transport Processes Advection and Groundwater Flow Biodegradation - Hydrocarbons Biodegradation - Reductive Processes Cometabolism Dispersion and Diffusion Mobility of Metals and Metalloids pH Buffering in Aquifers Sorption of Organic Contaminants Vapor Intrusion (VI) Vapor Intrusion - Separation Distances from Petroleum Sources Characterization, Assessment & Monitoring Characterization Methods – Hydraulic Conductivity Compound Specific Isotope Analysis (CSIA) Direct Push (DP) Technology DP Logging DP Sampling Geophysical Methods Case Studies Groundwater Sampling - No-Purge/Passive Long-Term Monitoring (LTM) LTM Data Analysis LTM Data Variability Molecular Biological Tools (MBTs) Metagenomics Quantitative Polymerase Chain Reaction (qPCR) Stable Isotope Probing (SIP) Soil & Groundwater Contaminants Chlorinated Solvents Metals and Metalloids N-nitrosodimethylamine (NDMA) Perchlorate PFAS Polycyclic Aromatic Hydrocarbons (PAHs) Trichloropropane (TCP) Munitions Constituents Alkaline Degradation Composting Deposition Dissolution Sorption Toxicology TREECS™ Monitored Natural Attenuation (MNA) MNA of Chlorinated Solvents MNA of Metals and Metalloids MNA of Petroleum Hydrocarbons Natural Source Zone Depletion (NSZD) Regulatory Issues and Site Management Alternative Endpoints Mass Flux and Mass Discharge Plume Response Modeling Source Zone Modeling Sustainable Remediation Remediation Technologies Anaerobic Bioremediation Design Considerations Design Tool - Base Addition for ERD Emulsified Vegetable Oil (EVO) for Anaerobic Bioremediation Low pH Inhibition of Reductive Dechlorination Secondary Water Quality Impacts In Situ Chemical Oxidation (ISCO) Design Considerations Oxidant Selection In Situ Chemical Reduction (ISCR) Zero-Valent Iron (ZVI) Zerovalent Iron Permeable Reactive Barriers Injection Techniques for Liquid Amendments Injection Techniques - Viscosity Modification Landfarming Liquid Amendments in Groundwater Remediation of Metals and Metalloids Remediation Performance Assessment at Chlorinated Solvent Sites Soil Vapor Extraction (SVE) Subgrade Biogeochemical Reactor (SBGR) Thermal Remediation Combined Remedies Desorption Electrical Resistance Heating Smoldering Steam