Site-Specific Seismic Site Response Model for the Waste Treatment Plant, Hanford, Washington Page: 41 of 158
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The topography of the surface defined by the contact between the Hanford and Ringold formations was
examined for its effect on the ground motion response, by varying both the Ringold Formation thickness
and velocity, and was found not to have a major effect. The existing site-wide model had the top of the
Ringold Formation at a depth of 250 ft and alternative Vs models for the Ringold (Geomatrix 1996),
which are similar to those found in this study.tN
-400
200 EAST AREA
E24-4
Location of Cross Section -
- E24-21 E48
-
- -- -- -
E1-5 El 7 -22
--E1-25 -
E17-21 N . E17-23_- 400- - --
---- WASTE
360 .TREATMENT
PLANT
340 - -
-320 41-42
E25-39
-- -300 -
__ -280
E25-37 260 - -
4.- - -
- - - 220 --
200 -- -FEET
0 1500 3000 4500
0 600 1200
METERSG050WX6 16
- Contours in Feet Above Mean Sea Level
* BoreholeFigure 2.1.16. Elevation Contours on the Surface of the Columbia River Basalt Group. The
grey line shows the location of the cross section in Figure 2.1.17.2.22
K
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Rohay, Alan C. & Reidel, Steve P. Site-Specific Seismic Site Response Model for the Waste Treatment Plant, Hanford, Washington, report, February 24, 2005; Richland, Washington. (https://digital.library.unt.edu/ark:/67531/metadc777787/m1/41/: accessed April 24, 2024), University of North Texas Libraries, UNT Digital Library, https://digital.library.unt.edu; crediting UNT Libraries Government Documents Department.