File list
This special page shows all uploaded files.
| Date | Name | Thumbnail | Size | User | Description | Versions |
|---|---|---|---|---|---|---|
| 11:21, 22 September 2016 | Deeb-Article 1-Table 2-L20-Residential soil reference value.xlsx (file) |  |
438 KB | Astenger | 1 | |
| 10:50, 22 September 2016 | Deeb-Article 1-Table 2-L19-Industrial soil reference value.xlsx (file) | |
438 KB | Astenger | 1 | |
| 10:37, 22 September 2016 | Deeb-Article 1-Table 2-L18-Residential soil screening levels.pdf (file) |  |
517 KB | Debra Tabron | Deeb-Article 1-Table 2-L18-Residential soil screening levels | 1 |
| 09:44, 22 September 2016 | Deeb-Article 1-Table 2-L16-Groundwater nonresidential generic cleanup criteria and screening levels.pdf (file) | |
3.03 MB | Debra Tabron | Deeb-Article 1-Table 2-L16-Groundwater nonresidential generic cleanup criteria and screening levels | 1 |
| 09:36, 22 September 2016 | Deeb-Article 1-Table 2-L15-Groundwater residential generic cleanup criteria and screening levels .pdf (file) | |
3.03 MB | Debra Tabron | Deeb-Article 1-Table 2-L15-Groundwater residential generic cleanup criteria and screening levels | 1 |
| 09:30, 22 September 2016 | Deeb-Article 1-Table 2-L13-Interim specific groundwatr quality criterion fact sheet.pdf (file) | |
573 KB | Debra Tabron | Deeb-Article 1-Table 2-L13-Interim specific groundwatr quality criterion_fact_sheet | 1 |
| 09:26, 22 September 2016 | Deeb-Article 1-Table 2-L11-Provisional Groundwater Remediaton Objectives Class II Groundwater .pdf (file) | |
6.03 MB | Debra Tabron | Deeb-Article 1-Table 2-L11-Provisional Groundwater Remediaton Objectives_Class II Groundwater | 1 |
| 09:21, 22 September 2016 | Deeb-Article 1-Table 2-L10-Provisional Groundwater Remediaton Objectives Class I Groundwater.pdf (file) | |
6.03 MB | Debra Tabron | Deeb-Article 1-Table 2-L10-Provisional Groundwater Remediaton Objectives_Class I Groundwater | 1 |
| 09:17, 22 September 2016 | Deeb-Article 1-Table 2-L7-Health-Based Maximum Contaminant Level MCL.pdf (file) | |
2.3 MB | Debra Tabron | Deeb-Article 1-Table 2-L7-Health-Based Maximum Contaminant Level_MCL | 1 |
| 09:16, 22 September 2016 | Deeb-Article 1-Table 2-L6-Dev of MCL recommendations for PFOA and PFOS.pdf (file) | |
404 KB | Debra Tabron | Deeb-Article 1-Table 2-L6-Dev of MCL recommendations for PFOA and PFOS | 1 |
| 09:11, 22 September 2016 | Deeb-Article 1-Table 2-L2-Drinking water screening values.pdf (file) | |
841 KB | Debra Tabron | Deeb-Article 1-Table 2-L2-Drinking water screening values | 1 |
| 17:01, 21 September 2016 | Deeb-Article 1-Table 2 L1-Drinking water health advisories.pdf (file) | |
511 KB | Debra Tabron | Deeb-Article 1.Drinking water health advisories | 1 |
| 16:48, 16 September 2016 | Fig4 dispanddiff.JPG (file) |  |
61 KB | Debra Tabron | Newell Figure 4. Comparison of tracer breakthrough (upper graph) and cleanup curves from advection-dispersion based (gray lines) and advection-diffusion based (black lines) solute transport | 1 |
| 16:45, 16 September 2016 | Fig3 dispanddiff.JPG (file) |  |
58 KB | Debra Tabron | Newell - Figure 3. Diffusion Mechanism Leading to Plume Attenuation and Persistence. This process is controlled by diffusion and the presence of geologic heterogeneity with sharp contrasts between transmissive and low permeability media | 1 |
| 16:43, 16 September 2016 | Fig2 dispanddiff.JPG (file) |  |
68 KB | Debra Tabron | Newell - Figure 2. Conceptual depiction of Mechanical Dispersion (adapted from ITRC, 2015). | 1 |
| 16:37, 16 September 2016 | Fig1 dispanddiff.JPG (file) |  |
45 KB | Debra Tabron | Figure 1. Conceptual depicture of diffusion of dissolved chemicals recently place in a container at Time 1 (left panel) and then distributed throughout the container (right panel) at Time 2. | 1 |
| 14:56, 15 September 2016 | Gerhard Fig1.jpg (file) |  |
5.26 MB | Debra Tabron | Figure 1. Smoldering charcoal example of a flameless, self-sustaining combustion reaction.]] | 1 |
| 14:46, 15 September 2016 | Gerhard Equation 1.JPG (file) |  |
12 KB | Debra Tabron | Figure 1. Smoldering charcoal example of a flameless, self-sustaining combustion reaction. | 2 |
| 12:00, 15 September 2016 | Gerhard Fig9.jpg (file) |  |
3.52 MB | Debra Tabron | Figure 9. Illustration of one design for an ex situ smoldering system. | 1 |
| 11:58, 15 September 2016 | Gerhard Fig8.jpg (file) |  |
5.77 MB | Debra Tabron | Figure 8. Pilot test of ''ex situ'' STAR treatment for coal tar liquid waste intentionally mixed with coarse sand (Switzer et al., 2015). | 1 |
| 11:55, 15 September 2016 | Gerhard Fig7.jpg (file) |  |
4.61 MB | Debra Tabron | Figure 7. Photograph of smoldering remediation full scale site treatment at a former chemical manufacturing facility in the USA. | 1 |
| 11:53, 15 September 2016 | Gerhard Fig6.jpg (file) |  |
3.78 MB | Debra Tabron | Figure 6. Soil cores from before and after an ''in situ'' smoldering remediation pilot test at a coal tar contaminated site. | 1 |
| 11:50, 15 September 2016 | Gerhard Fig4.jpg (file) |  |
2.95 MB | Debra Tabron | Figure 4. Comparison of coal-tar contaminated soil before and after smoldering treatment in the laboratory. | 1 |
| 13:04, 14 September 2016 | Gerhard Figure2.gif (file) |  |
2.26 MB | Astenger | 1 | |
| 11:27, 14 September 2016 | Gerhard Fig2.gif (file) |  |
2.05 MB | Astenger | 1 | |
| 10:25, 13 September 2016 | Tabl1 Ogles qPCR.PNG (file) |  |
79 KB | Astenger | 1 | |
| 15:57, 12 September 2016 | Battelle&NAVFAC-2013-Amendments Tech Report.pdf (file) | |
2.62 MB | Astenger | 1 | |
| 15:57, 12 September 2016 | Richardson-Article 1-Table 1.JPG (file) |  |
105 KB | Debra Tabron | Table 1. Chemical structures and selected properties of the 16 USEPA priority pollutant PAHs<sup>ab</sup> | 1 |
| 14:41, 12 September 2016 | ITRC-2011-PRB Tech Update.pdf (file) | |
7.59 MB | Astenger | 1 | |
| 14:29, 12 September 2016 | ITRC-1999-Permeable Reactive Barriers for Inorganics and Radionuclides.pdf (file) | |
1.44 MB | Astenger | 1 | |
| 14:20, 12 September 2016 | USEPA-1994-In Situ Vitrification.pdf (file) | |
1.16 MB | Astenger | 1 | |
| 14:14, 12 September 2016 | Bates-2015-Stabilization and Solidification of Contaminated Soil and Waste.pdf (file) | |
25.44 MB | Astenger | 1 | |
| 14:03, 12 September 2016 | Pearlman-1999-Barriers and Beyond.pdf (file) | |
744 KB | Astenger | 1 | |
| 13:52, 12 September 2016 | Roote-2008-In Situ Flushing.pdf (file) | |
182 KB | Astenger | 1 | |
| 13:49, 12 September 2016 | ITRC-1997-Tech & Reg Guidelines for Soil Washing.pdf (file) | |
625 KB | Astenger | 1 | |
| 13:24, 12 September 2016 | Pivetz-2001-Phytoremediation.pdf (file) | |
181 KB | Astenger | 1 | |
| 13:15, 12 September 2016 | Van Cauwenberghe-1997-Electrokinetics.pdf (file) | |
129 KB | Astenger | 1 | |
| 13:11, 12 September 2016 | Mercer-1990-Basics of Pump & Treat.pdf (file) | |
558 KB | Astenger | 1 | |
| 13:05, 12 September 2016 | Post-2013-100-C-7 Remediation Project.pdf (file) | |
990 KB | Astenger | 1 | |
| 12:46, 12 September 2016 | Evanko-1997-Remed of Metals.pdf (file) | |
211 KB | Astenger | 1 | |
| 11:06, 12 September 2016 | USEPA-2010-MNA of Inorganic Contaminants in GW, Vol 3.pdf (file) | |
5.56 MB | Astenger | 1 | |
| 11:06, 12 September 2016 | USEPA-2007-MNA of Inorganic Contaminants in GW, Vol 2.pdf (file) | |
1.55 MB | Astenger | 1 | |
| 10:42, 7 September 2016 | Newell-Article 1-Equation 1rr.jpg (file) |  |
11 KB | Debra Tabron | Newell-Article 1-Equation 1 | 1 |
| 10:13, 7 September 2016 | Newell-Article 1-Equation 2r.jpg (file) |  |
11 KB | Debra Tabron | Chuck Newell- Article 2 - Equation 2 | 1 |
| 10:09, 7 September 2016 | Newell-Article 1-Equation 1r.jpg (file) |  |
12 KB | Debra Tabron | Chuck Newell - Article 1 - Equation 1 | 1 |
| 16:43, 6 September 2016 | Newell-Article 1-Table2r.jpg (file) |  |
103 KB | Debra Tabron | Table 2. Mobile Porosity Estimates from Tracer Tests | 1 |
| 16:38, 6 September 2016 | Newell-Article 1-Table1r.jpg (file) |  |
138 KB | Debra Tabron | Table 1. Representative Values of Total Porosity (n), Effective Porosity (ne), and Hydraulic Conductivity (K) for Different Aquifer Materials | 1 |
| 14:52, 2 September 2016 | Newell-Article 1-Equation 2.jpg (file) |  |
36 KB | Debra Tabron | Since Darcy’s time, there has been a significant variation of Darcy’s Law which is used to calculate the actual velocity that the groundwater is moving, such as meters traveled per year. This quantity is called “interstitial velocity” or “see... | 1 |
| 14:50, 2 September 2016 | Newell-Article 1-Equation 1.jpg (file) |  |
58 KB | Debra Tabron | In unconsolidated geologic settings (gravel, sand, silt, and clay) and highly fractured systems, the rate of groundwater movement can be expressed using Darcy’s Law. This law is a fundamental mathematical relationship in the groundwater field and can... | 1 |
| 14:41, 2 September 2016 | Newell-Article 1-Fig4.JPG (file) |  |
89 KB | Debra Tabron | Figure 4. Difference between Darcy Velocity (also called Specific Discharge) and Seepage Velocity (also called Interstitial Velocity). | 1 |
