In situ reactor
AssigneeBechtel BWXT Idaho, LLC
InventorsCorey William Radtke, David Bradley Blackwelder
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AssigneeBechtel BWXT Idaho, LLC
InventorsCorey William Radtke, David Bradley Blackwelder
Estimating the term…
An in situ reactor for use in a geological strata, is described and which includes a liner defining a centrally disposed passageway and which is placed in a borehole formed in the geological strata; and a sampling conduit is received within the passageway defined by the liner and which receives a geological specimen which is derived from the geological strata, and wherein the sampling conduit is in fluid communication with the passageway defined by the liner.
An in situ reactor for use in a geological strata, comprising:
An in situ reactor for use in a geological strata, comprising:
An in situ reactor for use in geological strata, comprising:
An in situ reactor for use in geological strata, comprising:
Dependencies are inferred from the claim text.
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From the US filing history. Foreign family members aren’t listed.
Apparatus for obtaining or removing undisturbed cores
Testing the nature of borehole walls
Earth or rock drilling
Term ended 5 Jun 2022 (estimated)
The present invention relates to a In situ reactor for use in geological strata such as various subsurface soils, sediment, or other matrix, and more specifically to an In situ reactor which is useful to evaluate environmental conditions required to remediate potential hazardous conditions which may occur in the soil and groundwater.
The costs associated with testing for various contaminants in soil and aquifers are well known. Currently, In situ assessment technology provides data on usually one treatment with respect to a contaminant. Further, replication of earlier testing is usually done at exorbitant monetary costs. Still further, the impact of current testing techniques to detect, for example, groundwater contamination has other environmental impacts on a given area and there is usually no guarantee regarding the accuracy of the resulting data. Routinely, investigators and engineers use rather costly laboratory tests to evaluate the efficacy of future and on-going remedial treatments.
While laboratory tests are more extensively used, and are generally considered more accurate, these studies are also more expensive to perform and may produce ambiguous or inaccurate data because of the consequences associated with excessive soil disruption. Still further, these same laboratory tests provide no assurances that same process will be found applicable in actual field conditions. For example, experiments that are run in a traditional manner on soil specimens or water extracted from soil specimens are not run traditionally under real time. Therefore, the results are sometimes questionable. Still further, in investigating various soil contamination, it is sometimes advisable to test proposed remediation while the soil specimen remains in hydraulic contact with the underlying subsurface aquifer. Yet further, there is no convenient method presently available whereby the aquifer may be investigated and/or modeled and not merely the groundwater which is sampled from same.
Preferred embodiments of the invention are described below with reference to the following accompanying drawings.
FIG. 1 is an exploded, perspective, longitudinal vertical sectional view of an In situ reactor of the present invention.
FIG. 2 is an exploded, perspective view of a second form of the present invention with some underlying surfaces shown in phantom lines.
This disclosure of the invention is submitted in furtherance of the constitutional purposes of the U.S. Patent Laws “to promote the progress of science and useful arts” (Article 1, Section 8).
An In situ reactor which incorporates the teachings of the present invention is best seen by reference to the numeral 10 in FIGS. 1, 2, and 8, respectively. As discussed above, the present invention finds usefulness when employed in geological strata 11 such as various subsurface soils, sediment or other matrix for use in various testing regimens to facilitate remediation of existing soil and groundwater contamination. As seen most clearly by reference to FIG. 8, the geological strata 11 has a grade 12. The apparatus 10 is deployed and operated from a position at or above grade 13 to a position below grade 14 by means of a borehole 15 which is formed by traditional means. The borehole is defined by a wall 16, and further has a bottom surface which is generally indicated by the numeral 17. As seen in FIG. 8 the In situ reactor 10 is operable to receive a geological specimen 18 which is derived from the geological strata 11 and received internally of the In situ reactor. This feature will be discussed in further detail hereinafter.
The apparatus 10 includes a liner which is generally indicated by the numeral 20 as seen in FIGS. 1, 2, 7 and 8, respectively. As shown therein, the liner 20 has a substantially cylindrically shaped main body 21 having a proximal end 22 and an opposite distal end 23. Still further, the main body 21 is defined by outside facing surface 24 which has a diametral dimension which is less than the diametral dimension of the borehole 15, and further has an opposite inside facing surface 25 having a predetermined diametral dimension. As seen in FIGS. 1 and 7, for example, it will be seen that a first series of screw threads 26 are formed in the outside facing surface 24, at the proximal end 22 of the main body 21. Still further, a second series of screw threads 27 are formed in the inside facing surface 25 at the distal end 23. As seen, by comparing FIGS. 1 and 2, in the second form of the invention as shown in FIG. 2, a geological strata engaging thread 28 is provided. The geological strata engaging thread 28 is borne by, or otherwise made integral with the outside facing surface 24 of the liner 20. It should be understood in this form of the invention that this geological strata engaging thread 28 permits the liner 20 to be advanced along the borehole 15 by imparting rotation to the liner in a given direction as will be discussed in greater detail hereinafter. As seen by reference to FIGS. 1 and 7, the inside facing surface 25 defines a passageway which is generally designated by the numeral 29.