GeoSiphon™ groundwater remediation system hydraulics

Environmental Geosciences

Volumn 12, Issue 1, 2005, Pages 29-44

  Phifer, Mark A ^a   Nichols, Ralph L ^a   Sappington, Frank C ^a   Steimke, John L ^a   Jones, William E ^a  

^a WESTINGHOUSE SAVANNAH RIVER COMPANY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

GROUNDWATER POLLUTION; HYDRAULIC HEAD; REMEDIATION;

NORTH AMERICA; SAVANNAH RIVER SITE; SOUTH CAROLINA; UNITED STATES; WESTERN HEMISPHERE; WORLD;

GEOSIPHON;

EID: 17144408392     PISSN: 10759565     EISSN: None     Source Type: Journal    
DOI: 10.1306/eg.06210404012     Document Type: Article

References (22)

1. de Marsily, G., 1986, Quantitative hydrogeology groundwater hydrology for engineers: Orlando, Florida, Academic Press, Inc., 440 p.
2. Deutsch, B. J., and P. Longmire, 1998, Short course: Fundamentals of groundwater geochemistry: Westerville, Ohio, National Ground Water Association, 732 p.
3. Driscoll, F. G., 1986, Groundwater and wells, 2d ed.: St. Paul, Minnesota, Johnson Filtration Systems, Inc., 1089 p.
4. EnviroMetal Technologies Inc., 1996, Feasibility study report, CVOC iron degradation study using groundwater from the TNX Area, Savannah River Technology Center, Aiken, South Carolina, ETI Reference: 31054.10: Waterloo, Ontario, Canada, EnviroMetal Technologies, Inc., 46 p.
5. Fetter, C. W., 1988, Applied hydrogeology, 2d ed.: New York, Macmillan Publishing Company, 592 p.
6. Freeze, R. A., and J. A. Cherry, 1979, Groundwater: Englewood Cliffs, New Jersey, Prentice-Hall, Inc., 604 p.
7. Gibson, A. H., 1961, Hydraulics and its applications, 3d ed.: London, Constable & Company LTD, 813 p.
8. Jones, W. E., M. E. Denham, M. A. Phifer, F. C. Sappington, and F. A. Washburn, 2002, Chapter 4: Permeable reactive barrier/GeoSiphon™ treatment for metals-contaminated groundwater, in D. L. Naftz, S. J. Morrison, J. A. Davis, and C. C. Fuller, eds., Handbook of groundwater remediation using permeable reactive barriers applications to radionuclides, trace metals, and nutrients: San Diego, California, Academic Press, p. 106-132.
9. Kelly, A. G., 1965-1966, Hydraulic design of syphons: Proceedings of the Institution of Mechanical Engineers, v. 180, part I, no. 42, p. 981-1011.
10. Loitz, D. B., A. L. de Steiguer, and W. R. Broz, 1990, Siphon quenches: Civil Engineering, v. 60, no. 8, p. 44-46.
11. Mathur, J., 1990, Draw some help from hydraulic grade lines: Chemical Engineering Progress, October, v. 86, no. 10, p. 50-54.
12. Neuman, S. P., 1975, Analysis of pumping test data from anisotropic unconfined aquifers considering delayed gravity response: Water Resources Research, v. 11, no. 2, p. 329-342.
13. Nichols, R. L., 1993, Characterization of shallow groundwater at TNX (U), WSRC-TR-92-508: Aiken, South Carolina, Westinghouse Savannah River Company, 52 p.
14. Phifer, M. A., F. C. Sappington, and M. E. Denham, 1998, TNX GeoSiphon™ cell (TGSC 1) phase I deployment/demonstration final report (U), WSRC TR 98 00032: Aiken, South Carolina, Westinghouse Savannah River Company, 135 p.
15. Phifer, M. A., F. C. Sappington, R. L. Nichols, W. N. Ellis, and J. E. Cardoso-Neto, 1999a, GeoSiphon™/GeoFlow treatment systems, in Waste Management 99 Symposia Proceedings, session 29 (Groundwater & Soil Remediation), paper 2: Tucson, Arizona, WM Symposia, Inc., 11 p.
16. Phifer, M. A., F. C. Sappington, and R. L. Nichols, 1999b, TNX GeoSiphon™ Cell (TGSC-1) phase II minimum flushing velocity deployment/demonstration final report (U), WSRCTR-99-00250: Aiken, South Carolina, Westinghouse Savannah River Company, 100 p.
17. Phifer, M. A., R. L. Nichols, F. C. Sappington, J. L. Steimke, and W. E. Jones, 2001, TNX GeoSiphon™ summary report (U), WSRC-TR-2001-00015: Aiken, South Carolina, Westinghouse Savannah River Company, 90 p.
18. Powers, J. P., 1992, Construction dewatering new methods and applications, 2d ed.: New York, New York, John Wiley & Sons, Inc., 492 p.
19. Riha, B. D., 1993, Predicting saturated hydraulic conductivity for unconsolidated soils from commonly measured textural properties: Masters of Science Thesis, Clemson University, Clemson, South Carolina, 87 p.
20. Simpson, L. L., 1968, Sizing piping for process plants: Chemical Engineering, June 17, v. 75, no. 13, p. 192-214.
21. Steimke, J. L., and T. J. Steeper, 2000, Testing of TFL GeoSiphon™ (U), WSRC-TR-2000-00102: Aiken, South Carolina, Westinghouse Savannah River Company, 17 p.
22. Washburn, F. A., M. E. Denham, W. E. Jones, M. A. Phifer, and F. C. Sappington, 1999, Permeable reactive barrier/GeoSiphon™ treatment system for metals contaminated groundwater final report (U), WSRC-RP-99-01063: Aiken, South Carolina, Westinghouse Savannah River Company, 188 p.