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- 20:37, 16 September 2016 (diff | hist) . . (+190) . . N File:Fig1 dispanddiff.JPG (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.) (current)
- 20:45, 15 September 2016 (diff | hist) . . (+29) . . Dr. Jason Gerhard
- 18:56, 15 September 2016 (diff | hist) . . (+92) . . N File:Gerhard Fig1.jpg (Figure 1. Smoldering charcoal example of a flameless, self-sustaining combustion reaction.]]) (current)
- 18:46, 15 September 2016 (diff | hist) . . (0) . . File:Gerhard Equation 1.JPG (Debra Tabron uploaded a new version of File:Gerhard Equation 1.JPG) (current)
- 16:00, 15 September 2016 (diff | hist) . . (+70) . . N File:Gerhard Fig9.jpg (Figure 9. Illustration of one design for an ex situ smoldering system.) (current)
- 15:58, 15 September 2016 (diff | hist) . . (+137) . . N File:Gerhard Fig8.jpg (Figure 8. Pilot test of ''ex situ'' STAR treatment for coal tar liquid waste intentionally mixed with coarse sand (Switzer et al., 2015).) (current)
- 15:55, 15 September 2016 (diff | hist) . . (+128) . . N File:Gerhard Fig7.jpg (Figure 7. Photograph of smoldering remediation full scale site treatment at a former chemical manufacturing facility in the USA.) (current)
- 15:53, 15 September 2016 (diff | hist) . . (+124) . . N File:Gerhard Fig6.jpg (Figure 6. Soil cores from before and after an ''in situ'' smoldering remediation pilot test at a coal tar contaminated site.) (current)
- 15:50, 15 September 2016 (diff | hist) . . (+108) . . N File:Gerhard Fig4.jpg (Figure 4. Comparison of coal-tar contaminated soil before and after smoldering treatment in the laboratory.) (current)
- 15:47, 15 September 2016 (diff | hist) . . (+16) . . N File:Gerhard Equation 1.JPG (Carbon compounds)
- 21:04, 12 September 2016 (diff | hist) . . (+44) . . Dr. Stephen Richardson (→Article Contributions)
- 19:57, 12 September 2016 (diff | hist) . . (+105) . . N File:Richardson-Article 1-Table 1.JPG (Table 1. Chemical structures and selected properties of the 16 USEPA priority pollutant PAHs<sup>ab</sup>) (current)
- 13:45, 12 September 2016 (diff | hist) . . (+71) . . Dr. Rula Deeb
- 18:50, 7 September 2016 (diff | hist) . . (-79) . . Dr. Charles Newell, P.E.
- 14:42, 7 September 2016 (diff | hist) . . (+27) . . N File:Newell-Article 1-Equation 1rr.jpg (Newell-Article 1-Equation 1) (current)
- 14:13, 7 September 2016 (diff | hist) . . (+36) . . N File:Newell-Article 1-Equation 2r.jpg (Chuck Newell- Article 2 - Equation 2) (current)
- 14:09, 7 September 2016 (diff | hist) . . (+37) . . N File:Newell-Article 1-Equation 1r.jpg (Chuck Newell - Article 1 - Equation 1) (current)
- 20:43, 6 September 2016 (diff | hist) . . (+52) . . N File:Newell-Article 1-Table2r.jpg (Table 2. Mobile Porosity Estimates from Tracer Tests) (current)
- 20:38, 6 September 2016 (diff | hist) . . (+141) . . N File:Newell-Article 1-Table1r.jpg (Table 1. Representative Values of Total Porosity (n), Effective Porosity (ne), and Hydraulic Conductivity (K) for Different Aquifer Materials) (current)
- 16:17, 6 September 2016 (diff | hist) . . (+300) . . N Michael R. Walsh, P.E., M.E. (Created page with "==Work and Contact Information== EMPLOYER: :USA CRREL :72 Lyme Road :Hanover, NH 03755 USA EMAIL: [mailto:Michael.Walsh@usace.army.mil Michael.Walsh@usace.army.mil] PHON...")
- 18:52, 2 September 2016 (diff | hist) . . (+426) . . N File:Newell-Article 1-Equation 2.jpg (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...) (current)
- 18:50, 2 September 2016 (diff | hist) . . (+275) . . N File:Newell-Article 1-Equation 1.jpg (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...) (current)
- 18:41, 2 September 2016 (diff | hist) . . (+135) . . N File:Newell-Article 1-Fig4.JPG (Figure 4. Difference between Darcy Velocity (also called Specific Discharge) and Seepage Velocity (also called Interstitial Velocity).) (current)
- 18:39, 2 September 2016 (diff | hist) . . (+170) . . N File:Newell-Article 1-Fig3..JPG (Figure 3: Conceptual explanation of Darcy’s Law based on Darcy’s experiment. Adapted from course notes developed by Dr. R.J. Mitchell (Western Washington University).) (current)
- 18:37, 2 September 2016 (diff | hist) . . (+70) . . N File:Newell-Article 1-Fig2.jpg (Figure 2. Hydraulic Conductivity of Selected Rocks (from Heath, 1983).) (current)
- 18:33, 2 September 2016 (diff | hist) . . (+377) . . N File:Newell-Article 1-Fig1.JPG (Figure 1. Hydraulic gradient (typically described in units of m/m or ft/ft) is the difference in hydraulic head from Point A to Point B (ΔH) divided by the distance between them (ΔL). In unconfined aquifers, the hydraulic gradient can also be describ...)
- 21:41, 1 September 2016 (diff | hist) . . (+101) . . N File:Heath-1983-Basic groundwater hydrology water supply paper.pdf (Heath, R.C., 1983. Basic ground-water hydrology, U.S. Geological Survey Water-Supply Paper 2220, 86p.) (current)
- 17:10, 31 August 2016 (diff | hist) . . (-117) . . Thomas Krug (→Article Contributions)
- 20:04, 30 August 2016 (diff | hist) . . (+53) . . N File:Krug-Article 1. Table1 perchlorate.PNG (Table 1. Perchlorate Physical and Chemical Properties) (current)
- 20:03, 30 August 2016 (diff | hist) . . (+49) . . N File:Krug-article 1. Fig2 Biodegradation Pathways.PNG (Figure 2: Biodegradation Pathways for Perchlorate) (current)
- 20:00, 30 August 2016 (diff | hist) . . (+60) . . N File:Krug-Article 1. Fig1 perchlorate.jpg (Figure 1: Perchlorate Releases and Drinking Water Detections) (current)
- 18:18, 30 August 2016 (diff | hist) . . (+984) . . N Dr. Mark S. Dortch, PE, D.WRE (Created page with "==Work and Contact Information== EMPLOYER: ::Sub-contractor to LimnoTech, Inc., which is under contract to ERDC<br /> EMAIL: [mailto:Mark.S.Dortch@usace.army.mil Mark.S.Dort...")
- 18:02, 30 August 2016 (diff | hist) . . (0) . . Dr. Billy E. Johnson
- 18:01, 30 August 2016 (diff | hist) . . (+39) . . Dr. Billy E. Johnson (→Work and Contact Information)
- 17:58, 30 August 2016 (diff | hist) . . (+857) . . N Dr. Billy E. Johnson (Created page with "==Work and Contact Information== EMPLOYER: ::U.S. Army Corp of Engineers (USACE)<br /> EMAIL: Billy.E.Johnson@usace.army.mil PHONE: Website: https://el.erdc.dren.mil/inde...")
- 16:51, 29 August 2016 (diff | hist) . . (+26) . . Tom Christy, P.E.
- 16:50, 29 August 2016 (diff | hist) . . (+25) . . Wesley McCall, M.S., P.G.
- 14:58, 29 August 2016 (diff | hist) . . (+447) . . N File:McCall Article 3 Figure 11.PNG (Figure 11: OIP log with EC plotted on left, % area of fluorescence plotted on the right graph (shaded). Example of a captured image displaying fluorescence (mid-right) and analysis of the image used to determine % area of fluorescence below. Fuel pro...) (current)
- 14:57, 29 August 2016 (diff | hist) . . (+38) . . N File:McCall Article 3 Figure 10.PNG (Figure 10: Schematic of the OIP Probe.) (current)
- 14:55, 29 August 2016 (diff | hist) . . (+140) . . N File:McCall Article 3 Figure 9.PNG (Figure 9: An MIP log, l to r: EC log, XSD, PID and FID detector responses versus depth identifying presence and levels of VOC contamination.) (current)
- 14:53, 29 August 2016 (diff | hist) . . (+61) . . N File:McCall Article 3 Figure 8.PNG (Figure 8: Schematic of MIP depicting principles of operation.) (current)
- 14:50, 29 August 2016 (diff | hist) . . (+230) . . N File:McCall Article 3 Figure 7.PNG (Figure 7: An HPT log with EC on left, injection pressure in middle, and flow rate on right. Note good agreement between the EC and HPT pressure logs. Mostly coarse grained below 29 ft with 2 clay layers defined. See also Fig. 5.) (current)
- 14:46, 29 August 2016 (diff | hist) . . (+36) . . N File:McCall Article 3 Figure 6.PNG (Figure 6: Schematic of an HPT probe.) (current)
- 21:14, 26 August 2016 (diff | hist) . . (+201) . . N File:McCall Article 3 Figure 5.PNG (Figure 5: A typical EC log with rate of penetration (ROP) plotted on left and bulk formation EC on right. The decrease in EC and ROP at ~29ft indicates transition to coarser grained materials (sands).) (current)
- 21:13, 26 August 2016 (diff | hist) . . (+81) . . N File:McCall Article 3 Figure 4.PNG (Figure 4: A Wenner array probe (top) and a dipole array built into an MIP probe.) (current)
- 21:12, 26 August 2016 (diff | hist) . . (+152) . . N File:McCall Article 3 Figure 3.PNG (Figure 3: A CPTu log displaying l to r: lithologic graph based on log interpretation, tip resistance, sleeve friction, pore pressure and friction ratio.) (current)
- 21:11, 26 August 2016 (diff | hist) . . (+67) . . N File:McCall Article 3 Figure 2.PNG (Figure 2: A CPT cone (left) and piezocone (right) with porous ring.) (current)
- 21:10, 26 August 2016 (diff | hist) . . (+52) . . N File:McCall Article 3 Figure 1.PNG (Figure 1: General components of a DP logging system.) (current)
- 20:25, 26 August 2016 (diff | hist) . . (+223) . . N File:OI Analytical-2001-1656 appl USEPA Halogen XSDvsELCD.pdf (OI Analytical, 2001. Using the Halogen Specific Detector (XSDTM) as an alternative to the ELCD in USEPA Methods: Presented at the 2001 Pittsburgh Conference on Analytical Chemistry and Applied Spectroscopy, New Orleans, LA) (current)
- 19:34, 19 August 2016 (diff | hist) . . (0) . . File:McCall Article 2. Figure 1.PNG (Debra Tabron uploaded a new version of File:McCall Article 2. Figure 1.PNG) (current)
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