NRC Review definition

NRC Review. The NRC staff reviewed the Multiscale Thermohydrologic Model AMR (ANL-EBS- MD-0049.Rev 00. ICN 02) received from DOE on January 31, 2002. As discussed above, the AMR was submitted in response to TEF Agreement 2.09. By letter dated May 8, 2002, the NRC staff provided its review of the AMR as it pertained to TEF Agreement 2.09. The following is the NRC staff’s review of the AMR as it pertains to CLST Agreement 6.04. As discussed in the NRC letter dated December 21, 2001, the remaining information needed for CLST Agreement 6.04 was for DOE to provide the output files or plots of temperature as a function of time for the drip shield for the no-backfill case. This information was not provided in the AMR. However, assuming that the temperature of the waste package can be considered as an upper bound for the temperature of the drip shield, a CCDF of the waste package peak temperature provided in the AMR for the mean infiltration-flux, no backfill case ( Figure 6-54) is acceptable, instead of the requested CCDF for the drip shield. The temperature in this CCDF plot varies between 130 and 180 degrees Centigrade and this information, together with that presented in plots showing the waste package temperature at various times (Figure 6-50), allows for assessment of the temperature variation that can be expected for the drip shield across the repository over the performance period. The information provided is that required to evaluate the effect of temperature on the mechanical properties of the drip shield material, provided that no substantial modification by further variations in the repository designs (e.g. addition of backfill or other changes) occur.
NRC Review. The intent of this agreement is to ensure that procurement of materials and fabrication specifications will have adequate quality controls to prevent alteration of the waste package materials characteristics that could affect the corrosion resistance. The composition specifications for waste package base alloys and weld filler metal include ranges for alloying element additions and maximum values for trace contaminants. Variations in the compositions of the base alloys and filler metals within the relatively wide ranges allowed in their respective specifications in combination with fabrication processes such as cold working, welding, and residual stress mitigation methods, may lead to microstructural variations that affect both the mechanical properties and the corrosion resistance of the waste packages. In the NRC/DOE Technical Exchange and Management Meeting on Key Technical Issue Agreements conducted on April 15–16, 2002, the DOE indicated that the information requested in CLST 1.17 would be provided in the License Application Products and Guidance Database that replaced the technical guidance document. The DOE letter for the transmittal of information addressing CLST 1.17, indicates that for structural integrity aspects associated with preclosure conditions the quality requirements of the American Society of Mechanical Engineers (ASME) Boiler and Pressure Vessel Code, Section III, Division 1 will be implemented. Further, the DOE quality assurance program will implement controls and
NRC Review. The NRC reviewed the Geochemistry Model Validation Report: Material Degradation and Release Model (ANL-EBS-GS-00001) and Geochemistry Model Validation Report: External Accumulation Model (ANL-EBS-GS-00002) and determined that the documents do not satisfy the intent of the agreements. The NRC review focused on model validation discussions. The staff's concerns are outlined below. The staff notes that some of these issues can be resolved by clarifying statements from DOE, or future revisions of these or other documents. It is not clear whether the validation approach in the Geochemistry Model Validation Report: Material Degradation and Release Model is consistent with language in DOE's November 19, 1999, response to the NRC's August 18, 1999, request for additional information (RAI) on the DOE Disposal Criticality Analysis Methodology Topical Report. In that response, XXX stated that they would use the following comparisons for degradation model validation: analytical solutions, "chaining" several EQ6 runs, and other codes. In the model validation report, DOE only used the first comparison. It is not clear if those other validation reports (which have not yet been submitted) are oriented to the needs of criticality modeling. In addition, the comparisons in this report appear to straddle the line between validation and calibration. For example, in the glass test comparison, several smectite precipitation rate models are used in the effort to match experimental Mg concentrations. Similarly, for the archeological glass comparison, two dissolution rate models are employed, one yielding a better result. In the fuel model discussion, the log K for PuO2 solubility is varied, and the model is "refined" to better fit uranium concentrations. Finally, validation discussions are not always related to how they may affect criticality modeling. The results of validation exercises should be discussed in the context of how uncertainties in the models would be reflected in criticality model conclusions. Regarding the Geochemistry Model Validation Report: External Accumulation Model, as discussed above, the validation approach is not consistent with DOE statements in its November 19, 1999, RAI response. In the RAI response, Attachment 2 (see also SER Rev 00, section 3.4.2.3), DOE described its approach as follows: “...comparison between codes (both EQ3/6 and PHREEQC), comparison with experimental data, and comparison with natural analogs.” The methods are not included in this ...

Examples of NRC Review in a sentence

  • NGO Document Support adds the Microfiche reference information to the index in Scribe.6.1.6 NGO Satellite FilePrint out hard copy to place in the NGO Chemistry Satellite File6.1.7 NRC Review of PCP Manual RevisionsPCP Manual revisions shall be sent to the NRC in each station’s Annual Effluent Report each year.

  • In the case of a transient vessel or where no address was furnished by the owner, the Port need not give such notice prior to securing the vessel.

  • Any person found to be in violation of any of the foregoing by the Commission may be permanently excluded from the Gaming Facility, have his or her license suspended or revoked, or be subject to such lesser sanction as may be imposed by the Commission.

  • Step 5: NRC Review of Draft and Final CRRs Upon receipt of the draft CRR, NRC staff should follow the review process stated in Section V.F. of STP FSME Procedure SA-900 to conduct its review.

  • Sincerely, Formatted: Indent: Left: 3.25", First line: 0"STP FSME DirectorOffice of Federal and State Materials and Environmental ManagementState and Tribal Programs Enclosure: As stated Documentation of NRC Review on the Termination Findings of the ABC=s XYZ Uranium Milling License Submitted by the XXXX State Department of Health Licensee: A...

  • Step 5: NRC Review of Draft and Final CRRs Upon receipt of the draft CRR, NRC staff should follow the review process stated in Section V.F. of the STP FSME Procedure SA-900 to conduct its review.

  • It would be interesting to examine the reaction of the financial markets to the announcements of consolidations of other well-known global defense contractors in the same or other continents (U.S., Asia, Australia).

  • The MRFSS program is being redesigned in light of the outcome of the NRC Review of the MRFSS methodology (NRC 2000).

  • NRC Review: NRC considers that current NRC and FEMA requirements and guidance are adequate.

  • NRC Review of Nuclear Energy Institute, “Thermo-Lag 330-1 Combustibility Evaluation Methodology Plant Screening Guide,” May 31, 1995.


More Definitions of NRC Review

NRC Review. In compliance with the requirements of 10 CFR Part 63, DOE in a potential license application for the proposed repository at Yucca Mountain, would be required to include a preclosure safety analysis identifying the structures, systems, and components important to safety and their design bases. In addition, 10 CFR Part 63 allows categorization of structures, systems, and components to an extent consistent with their importance to safety for the purpose of graded application of quality assurance programs. Prior to Preclosure Agreement
NRC Review. In the Total System Performance Assessment for Site Recommendation, general corrosion was modeled by assigning corrosion rates to each waste package patch, selected from a pool of values sampled from a defined distribution. The waste package outer barrier within a patch was modeled as two “pseudo-barriers,” with an independent corrosion rate sampled for each. In agreement TSPAI.3.02, NRC staff requested DOE to provide a technical basis for this approach (resampling), because resampling could underestimate the number of early patch failures and, consequently, doses calculated to occur within the first 10,000 years. By letter dated May 9, 2002, DOE provided: (1) an analyses of a modified version of the waste package degradation (WAPDEG) model treating “patches” of the outer waste package with single corrosion rates, (2) a technical basis for resampling the general corrosion rates, and (3) a plot showing the effects of resampling. DOE indicated, in the May 9, 2002, letter and its enclosure, that it will not resample corrosion rates (i.e., DOE intends to model the shell regions of the waste package with a single corrosion rate). Based on the DOE decision not to use resampling, the NRC staff does not have any outstanding questions or comments regarding the technical basis of

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