Document: NUREG-0800
Document ID: b6b57a00-5b85-4f0c-965c-ca89ef4265e7
Document Type: srp
Title: DETERMINATION OF RUPTURE LOCATIONS AND DYNAMIC EFFECTS
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML1608/ML16088A041.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3.6.2
CFR Part: 
CFR Title: 

Content:
this portion of the application has been reviewed against acceptance criteria contained in this SRP section. Furthermore, the staff reviews the ITAAC to ensure that all SSCs in this area of review are identified and addressed as appropriate in accordance with SRP Section 14.3. 9. COL Action Items and Certification Requirements and Restrictions. For a DC application, the review will also address COL action items and requirements and restrictions (e.g., interface requirements and site parameters). For a COL application referencing a DC, a COL applicant must address COL action items (referred to as COL license information in certain DCs) included in the referenced 3.6.2-3 Revision 3 – December 2016 DC. Additionally, a COL applicant must address requirements and restrictions (e.g., interface requirements and site parameters) included in the referenced DC. Review Interfaces Other SRP sections interface with this section as follows: 1. The staff reviews plant arrangements where separation of high-and moderate-energy systems is the method of protection for essential systems and components outside containment in accordance with SRP Section 3.6.1, “Plant Design for Protection Against Postulated Piping Failures in Fluid Systems.” The reviewer identifies high-and moderate-energy systems outside containment and the essential systems and components that must be protected from postulated pipe rupture in these high-and moderate-energy systems. 2. If an applicant proposes to use leak-before-break technology to exclude the dynamic effects of postulated pipe ruptures from the design basis of plant SSCs, the staff will review the applicant’s design and analyses in accordance with SRP Section 3.6.3, “Leak-Before-Break Evaluation Procedures.” 3. The staff reviews for adequacy the loading combinations and other design aspects of protective structures of compartments used to protect essential systems and components in accordance with SRP Sections 3.8.3, “Concrete and Steel