File list
This special page shows all uploaded files.
Date | Name | Thumbnail | Size | Description | Versions |
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17:01, 13 November 2019 | Hall1w2Fig3.png (file) | ![]() |
443 KB | Figure 3. Diagram showing the eutrophication process. | 1 |
17:00, 13 November 2019 | Hall1w2Fig2.png (file) | ![]() |
109 KB | Figure 1. Phytoplankton come in many shapes and sizes | 1 |
16:59, 13 November 2019 | Hall1w2Fig1.png (file) | ![]() |
901 KB | Figure 1. Phytoplankton come in many shapes and sizes | 1 |
21:57, 11 November 2019 | Falta1w2 Fig7.mp4 (file) | 39.59 MB | Figure 7: Video tutorial demonstrating use of REMChlor-MD. | 1 | |
19:11, 5 November 2019 | Falta1w2 Fig2.PNG (file) | 261 KB | 1 | ||
16:50, 5 November 2019 | Falta1w2 Fig6.png (file) | ![]() |
156 KB | Figure 6: Top view (''xy'') of concentration contours computed with the fine-grid numerical model (top) and with REMChlor-MD (bottom) at 130 years. | 1 |
16:47, 5 November 2019 | Falta1w2 Fig5.png (file) | ![]() |
171 KB | Figure 5: Top view (xy) of concentration contours computed with the fine-grid numerical model (top) and with REMChlor-MD (bottom) at 30 years. | 1 |
16:45, 5 November 2019 | Falta1w2 Fig4.png (file) | ![]() |
57 KB | Figure 4: Simulated mass discharge at downstream edge of fine-grid MT3DMS and REMChlore-MDmodels. | 1 |
16:44, 5 November 2019 | Falta1w2 Fig3.png (file) | ![]() |
68 KB | Figure 3: Concentration profiles in fractures at 1, 49, 51 and 100 years. | 1 |
16:42, 5 November 2019 | Falta1w2 Fig2.png (file) | ![]() |
927 KB | Figure 2: A typical fine grid model capable of simulating matrix diffusion. | 1 |
16:41, 5 November 2019 | Falta1w2 Fig1.png (file) | ![]() |
163 KB | Figure 1: Spread of CVOCs in the subsurface | 1 |
19:57, 29 October 2019 | 2009-Magar-Technical Guide.pdf (file) | ![]() |
22.01 MB | Magar, V.S., Chadwick, D.B., Bridges, T.S., Fuchsman, P.C., Conder, J.M., Dekker, T.J., Steevens, J.A., Gustavson, K.E. and Mills, M.A., 2009. Monitored natural recovery at contaminated sediment sites. ENVIRON INTERNATIONAL CORP ARLINGTON VA. | 1 |
20:51, 17 October 2019 | ER-1422-FR (002).pdf (file) | ![]() |
2.87 MB | ER-1422: Biodegradation of 1,4-Dioxane | 1 |
21:06, 15 October 2019 | Mahendra1w2 Fig1.png (file) | ![]() |
140 KB | Figure 1. Growth rates of two 14D metabolizers versus 14D concentration | 1 |
18:52, 7 October 2019 | Griffiths1w2a Fig5.png (file) | ![]() |
395 KB | CWD dams 14 years after restoration. These two images were not taken in the same location but rather are used to illustrate the condition of CWD additions immediately after and 14-years after restoration. Photo by Sam Bickley | 1 |
18:47, 7 October 2019 | Griffiths1w2a Fig4.png (file) | ![]() |
312 KB | CWD dams immediately after restoration. From Mulholland et al. 2007 | 1 |
18:44, 7 October 2019 | Griffiths1w2a Fig3.png (file) | ![]() |
905 KB | Figure 3. Collection of macroinvertebrates in one of the study streams. | 1 |
20:45, 28 August 2019 | 1995-Patt-Microbial degradation of chemical pollutants.pdf (file) | ![]() |
551 KB | Patt, T.E. and Abebe, H.M., Upjohn Co, 1995. Microbial degradation of chemical pollutants. U.S. Patent 5,399,495. | 1 |
19:30, 16 August 2019 | 2006-Mulholland-Riparian Ecosystem Mgmt at Miitary Installations.pdf (file) | ![]() |
1.97 MB | Mulholland, P.J., Feminella, J.W., Lockaby, B.G. and Hollon, G.L., 2007. Riparian Ecosystem Management at Military Installations: Determination of Impacts and Evaluation of Restoration and Enhancement Strategies. Final Technical Report SI-1186. Pp.161. | 1 |
14:01, 16 August 2019 | Griffiths1w2 Fig2.png (file) | ![]() |
903 KB | Figure 2. Burial of CWD dams in a restored stream. (Photo taken in March 2006.) | 1 |
14:01, 16 August 2019 | Griffiths1w2 Fig1.png (file) | ![]() |
818 KB | Figure 1. CWD additions shortly after installation in a stream. | 1 |
13:14, 17 July 2019 | Barker1w2 Fig4.png (file) | ![]() |
3.36 MB | Figure 4. Soil berms with high amounts of soil organic matter and clay minerals as shown in this picture tend to retain concentrations of metal(loid)s as a result of large surface area and active binding sites. Image shows constructed shooting range be... | 1 |
13:13, 17 July 2019 | Barker1w2 Fig3.png (file) | ![]() |
880 KB | Figure 3. Optical images of a new 5.56mm bullet (left) and a 5.56mm bullet that weathered for 15 years (right). The tip of the bullet fragmented and the weathering crust can be hundreds of microns thick and comprised of secondary mineral phases. Photo... | 1 |
13:12, 17 July 2019 | Barker1w2 Fig2.png (file) | ![]() |
472 KB | Figure 2. Chemical characterization of a 5.56mm corroding bullet that underwent 15 years of weathering in Alaskan soils using scanning electron microscopy (SEM) and energy dispersive x-ray analysis (EDX). Relative concentrations for iron (red), lead (g... | 1 |
13:11, 17 July 2019 | Barker1w2 Fig1.png (file) | ![]() |
57 KB | Figure 1. Simplified schematic of shooting ranges with berm-style backstops that typically contain high loadings of metal(loid)s in the berm due to bullet fragmentation and also at the firing point as a result of residue and primer materials. | 1 |
12:51, 17 July 2019 | 2014-Mgmt of the Environmental Impact of Shooting Ranges The Finished Env..pdf (file) | ![]() |
9.8 MB | Management of the Environmental Impact of Shooting Ranges, the Finnish Environment, | 1 |
20:12, 16 July 2019 | 2003-Ratnaike-Acute and chronic arsenic toxicity.pdf (file) | ![]() |
84 KB | Ratnaike R.N. (2003) Acute and chronic arsenic toxicity. Postgrad. Med. J. 79, 933, 391-396. | 1 |
14:53, 16 July 2019 | 2011-Iyaka-Nickel in soils. A review of its distribution and impacts.pdf (file) | ![]() |
100 KB | Iyaka Y.A. (2011) Nickel in soils: A review of its distribution and impacts. Scientific Research and Essays. 6, 33, 6774-6777. | 1 |
20:41, 15 July 2019 | 2010-Sherene-Mobility and transport of heavy metals i.pdf (file) | ![]() |
153 KB | 28. Sherene T. (2010) Mobility and transport of heavy metals in polluted soil environment. Biological Forum – An International Journal. 2, 2, 112-121. | 1 |
20:23, 15 July 2019 | 2009-USEPA-national Primary Drinking Water Regulations.pdf (file) | ![]() |
1.65 MB | 26. USEPA, U.S. Environmental Protection Agency. (2009) National Primary Drinking Water Regulations. EPA 816-F-09-004. | 1 |
17:56, 13 June 2019 | Bekins1w2 Fig5.jpg (file) | ![]() |
39 KB | Figure 5. Concentrations of nonvolatile dissolved organic carbon (NVDOC) and total petroleum hydrocarbons in the diesel range (TPHd) measured along the centerline of the north pool plume in August 2016. Well locations and oil spill source location sho... | 1 |
17:54, 13 June 2019 | Bekins1w2 Fig4.PNG (file) | 100 KB | Figure 4. Redox zones of the Bemidji plume from Cozzarelli, et al., 2016. The zones are defined by dissolved oxygen (DO) and iron content according to: (1) Methanogenic – DO<100 µg/L, Fe>25 mg/L; (2) Iron-reducing – DO<100 µg/L, Fe 1-25 mg/L; (... | 1 | |
17:47, 13 June 2019 | Bekins1w2 Fig3.PNG (file) | 37 KB | Figure 3. Concentrations integrated over 2D cross-sectional area for modeled five oil phase components (B: BEX, T: toluene, N: NVDOC, S: short chain n-alkanes, L: long chain n-alkanes), at the initial time of the spill, at the final simulation time (10... | 1 | |
17:45, 13 June 2019 | Bekins1w2 Fig2.jpg (file) | ![]() |
66 KB | Figure 2. Conceptual cross section of the site illustrating microbial processes, modified from Ng et al.and Sihota et al. | 1 |
17:44, 13 June 2019 | Bekins1w2 Fig1.jpg (file) | ![]() |
124 KB | Figure 1. Map of the site located near Bemidji, MN, showing oil pipelines, location of 1979 rupture, oil bodies at the water table, area sprayed by oil, direction of flow, the 10 ppb BTEX contour and the down-gradient lake. Figure reprinted from McGuir... | 1 |
20:00, 29 May 2019 | 1999 - Herkelrath-Impacts of remediation at the Bemidji oil spill site.pdf (file) | ![]() |
21.81 MB | Herkelrath, W. N., 1999. Impacts of remediation at the Bemidji oil spill site. In: U.S. Geological Survey Toxic Substances Hydrology Program--Proceedings of the Technical Meeting, Charleston, South Carolina, March 8-12, 1999-- Volume 3 -- Subsurface Co... | 1 |
19:22, 28 May 2019 | 2011-Bekins-Long-term natural attenuation of crude oil in the subsurface.pdf (file) | ![]() |
220 KB | Bekins, B. A.; Baedecker, M. J.; Eganhouse, R. P.; Herkelrath, W. N., 2011. Long-term natural attenuation of crude oil in the subsurface. In: GQ10: Groundwater quality management in a rapidly changing world: Procedings of the 7th International Groundwa... | 1 |
20:03, 24 May 2019 | 1985-Hult-Distribution of gases and hydrocarbon vapors in the usaturated zone.pdf (file) | ![]() |
4.58 MB | Hult, M. F.; Grabbe, R. R., 1985. Distribution of gases and hydrocarbon vapors in the unsaturated zone. In: U.S. Geological Survey Program on Toxic Waste - Ground-Water Contamination: Proceedings of the second technical meeting, Cape Cod, Massachusetts... | 1 |
20:52, 7 May 2019 | Beckley1w2 Fig4.png (file) | ![]() |
101 KB | Figure 4. Potential Entry Points into Buildings. VOCs can move from sewers and utility tunnels into buildings through a variety of features, for example: A. Dry p-traps; B. Faulty seal on plumbing fixture (e.g., Pennell et al. 2013); and C. French dr... | 1 |
20:51, 7 May 2019 | Beckley1w2 Fig3.png (file) | ![]() |
73 KB | Figure 3 . Vapor Sample Collection from Sewer | 1 |
20:47, 7 May 2019 | Beckley1w2 Fig2 legend.png (file) | ![]() |
61 KB | 1 | |
20:46, 7 May 2019 | Beckley1w2 Fig2d.png (file) | ![]() |
90 KB | Figure 2d. Sewer in Vadose Zone above Plume | 1 |
20:45, 7 May 2019 | Beckley1w2 Fig2c.png (file) | ![]() |
138 KB | Figure 2c. Sewer Intersects NAPL/Vadose Zone Source | 1 |
20:44, 7 May 2019 | Beckley1w2 Fig2b.png (file) | ![]() |
111 KB | Figure 2b. Discharge of Groundwater to Sewer Line | 1 |
20:43, 7 May 2019 | Beckley1w2 Fig2a.png (file) | ![]() |
135 KB | Figure 2a. Sewer Intersects Contaminated Groundwater | 1 |
20:41, 7 May 2019 | Beckley1w2 Fig1b.png (file) | ![]() |
99 KB | Figure 1b. Sewer/Utility Tunnel Vapor Intrusion. McHugh et al., 2017b | 1 |
20:40, 7 May 2019 | Beckley1w2 Fig1a.png (file) | ![]() |
231 KB | Figure 1a. Conventional (Standard) Vapor Intrusion. Figure 1b. Sewer/Utility Tunnel Vapor Intrusion. (from McHugh et al., 2017b) | 1 |
21:28, 6 May 2019 | 2018-Viteri Rapid Real-time TCE Measurements.pdf (file) | ![]() |
4.14 MB | Viteri, C. R.; Richman, B.; Vitouchkine, A.; Armen, M. A.; Miller, A., 2018. Rapid, Real-time TCE Measurements of Sewer Headspace: Characterizing Spatial and Temporal Variability. AEHS 28th Annual International Conference on Soil, Water, Energy, and A... | 1 |
21:27, 6 May 2019 | 2018-Holton-A Review of Pref Path Case Studies.pdf (file) | ![]() |
3.45 MB | Holton, C.; Simms, J., 2018. A Review of Preferential Pathway Case Studies: Lessons Learned for Vapor Intrusion Site Assessment. Midwestern States Environmental Consultants Association Spring Seminar, Indianapolis, Indiana | 1 |
21:26, 6 May 2019 | 2018b-McHugh-ER-201505 Conceptual Model.pdf (file) | ![]() |
1.17 MB | McHugh, T.; Beckley, L, 2018(b). Conceptual Model: Sewers and Utility Tunnels as Preferential Pathways for Volatile Organic Compound Migration into Buildings: Risk Factors and Investigation Protocol, ESTCP Project ER-201505. | 1 |