Dry Transfer Facility Criticality Safety Calculations
| Attachment | Size |
|---|---|
| 100-00C-WHS0-00100-000-00C REV 0C_ENG.20050518.0003.pdf (4.98 MB) | 4.98 MB |
This design calculation updates the previous criticality evaluation for the fuel handling, transfer, and staging operations to be performed in the Dry Transfer Facility (DTF) including the remediation area. The purpose of the calculation is to demonstrate that operations performed in the DTF and RF meet the nuclear criticality safety design criteria specified in the Project Design Criteria (PDC) Document (BSC 2004 [DIRS 171599], Section 4.9.2.2), the nuclear facility safety requirement in Project Requirements Document (Canori and Leitner 2003 [DIRS 166275], p. 4-206), the functional/operational nuclear safety requirement in the Project Functional and Operational Requirements document (Curry 2004 [DIRS 170557], p. 75), and the functional nuclear criticality safety requirements described in the Dry Transfer Facility Description Document (BSC 2005 [DIRS 173737], p. 3-8). A description of the changes is as follows:
• Update the supporting calculations for the various Category 1 and 2 event sequences as identified in the Categorization of Event Sequences for License Application (BSC 2005 [DIRS 171429], Section 7).
• Update the criticality safety calculations for the DTF staging racks and the remediation pool to reflect the current design.
This design calculation focuses on commercial spent nuclear fuel (SNF) assemblies, i.e., pressurized water reactor (PWR) and boiling water reactor (BWR) SNF. U.S. Department of Energy (DOE) Environmental Management (EM) owned SNF is evaluated in depth in the Canister Handling Facility Criticality Safety Calculations (BSC 2005 [DIRS 173284]) and is also applicable to DTF operations. Further, the design and safety analyses of the naval SNF canisters are the responsibility of the U.S. Department of the Navy (Naval Nuclear Propulsion Program) and will not be included in this document. Also, note that the results for the Monitored Geologic Repository (MGR) Site specific Cask (MSC) calculations are limited to the specific design chosen (see Assumption 3.4). A more current design will be included in the next revision of the criticality calculations for the Aging Facility. In addition, this calculation is valid for the current design as provided in Attachment III of the DTF and may not reflect the ongoing design evolution of the facility. However, it is anticipated that design changes to the facility layout will have little or no impact on the criticality results and/or conclusions presented in this document.
