Document: NUREG-0800
Document ID: 5269bfff-df41-4f7b-9872-4f4ce819a504
Document Type: srp
Title: PROBABLE MAXIMUM TSUNAMI FLOODING
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML0523/ML052340543.pdf
Revision Date: 2023-06
Chapter: 2
Section ID: 2.4.6
CFR Part: 
CFR Title: 

Content:
ic Coastal Communities," Technical Report H-74-3, U.S. Army Engineer Waterways Experiment Station (1974). 24. J. R. Houston, R. W. Whalen, A. W. Garcia, and H. L. Butler, "Effect of Source Orientation and Location in the Aleutian Trench on Tsunami Ampli- tude Along the Pacific Coast of the Continental United States," Technical Report H-75-4j U.S. Army Engineer Waterways Experiment Station (1975). 25. R. L. Wiegel, "Earthquake Engineering," Prentice-Hall, Inc., Englewood Cliffs, NJ (1970). 26. M. Brandsma, D. Divoky, and L. Hwang, "Tsunami Atlas for the Coasts of the United States," NUREG/CR-1106, USNRC (1979) l 27. L. G. Hulman, W. S. Bivins, and M. H. Fliegel, "Tsunami Protection of Coastal Nuclear Power Plants in the United States," Journal of Marine. Geodesy (1978). 2.4.6-6 Rev. 2 - July 1981 Figure 2.4.6-1 REVIEW PROCEDURES I necalre bdofwt Is the site at or near a large body of water I with potential tsunami generators? (IW/GB) NO Are all potential tsunami sources considered and are conservative seismic parameters used? [W/GBI YE E±FFEions NO Evaluate applicarts hydrologic model(s) as to its applicability to the problems, its basic conservatism and the conservatism of its application. Including all parameters used. Is applicant's analysis satisfactory? Are there significant enough problems with the applicant's analysis to warrant Independent staff analysis? NO Ask Questions I YES I Make conservative estimate using staff model or consultant I . | Review applicant's responses I t Are applicant's estimates Iconservative? IDevelop staff positions ft 4 Are applicant's tsunami estimates within 5% of staff estimates? IYESI YES Resolve differences with LPM and applicant or understand where areas of disagreement lie t L WRITE SER INPUT - 2.4.6-7 Rev. 2 - July 1981