Site characterization techniques used at a low-level waste shallow land burial field demonstration facility

Davis, E.C.; Boegly, W.J.; Rothschild, E.R.; Spalding, B.P.; Vaughan, N. D.; Haase, C.S.; Huff, D.D.; Lee, S.Y.; Walls, E.C.; Newbold, J. Denis

doi:10.2172/6564334

Cited by 20 publications

(27 citation statements)

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“…However, for this radionuclide, the entire suite of cumulative leaching curves was reduced about two orders of magnitude compared to _Sr; the upper limit on 137Cs leachability from the sludge alone was only about 1%. The strong spe_fic adsorption of 137Cs by illitic clay minerals in the soils of SWSA 6 (Davis et al 1984) makes this radionuclide extremely immobile in the soil environment. The form of the specific adsorption is neither as an exchangeable cation or a carbonate coprecipitate.…”

Section: Each[no Of _r and Mcs With Hxchangeable Cations And Dilu'i_ mentioning

confidence: 99%

Tracer-level radioactive pilot-scale test of in situ vitrification for the stabilization of contaminated soil sites at ORNL

Spalding¹,

Jacobs²,

Naney

et al. 1992

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Section: Each[no Of _r and Mcs With Hxchangeable Cations And Dilu'i_ mentioning

confidence: 99%

Tracer-level radioactive pilot-scale test of in situ vitrification for the stabilization of contaminated soil sites at ORNL

Spalding¹,

Jacobs²,

Naney

et al. 1992

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“…For example, mean hydraulic conductivity of undisturbed soil formation at the TARA site in "driven" wells was 1.2 x 10.5 cm/s. Previous measurements in SWSA 6 have resulted in mean hydraulic conductivities of 3.5 x 10.5 and 2.0 x 10.5 cre/s, Luxmoore et al (1981) and Davis et al (1984), respectively.…”

Section: Postgrouted Trenchesmentioning

confidence: 93%

In situ grouting of low-level burial trenches with a cement-based grout at Oak Ridge National Laboratory

Francis¹,

Spence²,

Tamura³

et al. 1993

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This report has been reproduceddirectly from the best available copy. Available to DOEand DOE contractorsfrom the Office of Scientificand Technical Information,P.O. Box 62, Oak Ridge, TN 37831; prices availablefrom (615) 576-8401, FTS 626-8401. Available to the public from the National Technical Information Service, U.S. Department of Commerce, 5285 Port Royal Rd., Springfield,VA 22161.This report was prepared as an account of work sponsored by an agency of the United States Government. Neither the United States Government nor any agency thereof, nor any of their employees, makes any warranty, express or implied, or assumes any legal liabilityor responsibilityfor the accuracy, completeness, or usefulnessof any information,apparatus, product, or process disclosed, or represents that its use would not infringe privately owned rights. Reference herein to any specific commercial product, process, or s_rvice by trade name, trademark, manufacturer,or otherwise, does not necessarily constitute or implyits endorsement,recommendation, or favoring by the United States Government or any agency thereof. The views and opinions of authors e_(pressedherein do not necessarily state or reflect those of the United States Governmentor any agency thereof.

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“…Estimates range from 3: 1 to over 30: 1 with maximum conductivity parallel to strike. (Davis et al 1984;Lozier, Spiers, and Pearson 1987;Lee et al 1989…”

Section: Hydraulic Conductivitymentioning

confidence: 99%

Performance assessment for continuing and future operations at solid waste storage area 6. Appendices

1997

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Site characterization techniques used at a low-level waste shallow land burial field demonstration facility

Cited by 20 publications

References 0 publications

Tracer-level radioactive pilot-scale test of in situ vitrification for the stabilization of contaminated soil sites at ORNL

Tracer-level radioactive pilot-scale test of in situ vitrification for the stabilization of contaminated soil sites at ORNL

In situ grouting of low-level burial trenches with a cement-based grout at Oak Ridge National Laboratory

Performance assessment for continuing and future operations at solid waste storage area 6. Appendices

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