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DOE 2000. - Waste Isolation Pilot Plant - U.S. Department of Energy

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WIPP RH PSAR <strong>DOE</strong>/WIPP-03-3174 CHAPTER 2<br />

This leaves only the Central Basin Platform, which is treated somewhat differently. Although the initial<br />

formulas 14 above were developed for areas near 7.2 x 10 4 mi 2 (1.9 x 10 5 km 2 ) (with some increased<br />

confidence in their validity because <strong>of</strong> the relatively large areas <strong>of</strong> data collection), this cannot be done<br />

for the Central Basin Platform source zone because it is unique and <strong>of</strong> very limited area. Therefore, it<br />

cannot be treated as a scaled-down version <strong>of</strong> some broader region. Although recent work using data<br />

from the Kermit array 15 is available for this source zone, the recurrence formulation <strong>of</strong> Sanford et al. 2 is<br />

used in this risk analysis primarily for consistency in approach. Based on the seismicity detected in the<br />

Central Basin Platform since the installation <strong>of</strong> station CLN in April 1974, the cumulative number <strong>of</strong><br />

shocks versus magnitude may be expressed as,<br />

log N O = 3.84 - 0.9 M L .<br />

If the active portion <strong>of</strong> the Central Basin Platform is assumed to have an area <strong>of</strong> 2.9 x 10 3 mi 2 (7.5 x 10 3<br />

km 2 ) during this period, 2 the proper recurrence relation for the Central Basin Platform source zone<br />

becomes,<br />

log N = 2.74 - 0.9 M L .<br />

Because the Central Basin Platform seismicity is so really limited, this same recurrence formula is used<br />

for all alternative geometric characterizations. This has the effect <strong>of</strong> maintaining a constant activity rate<br />

for the Central Basin Platform as an entity.<br />

These are the primary recurrence relationships used in the current risk analysis for the WIPP site.<br />

However, whereas magnitudes as used in the site region attenuation law above, or in consideration <strong>of</strong><br />

maximum magnitude for a given source zone below, are by definition Richter local magnitudes, M L , the<br />

earthquakes used to determine the recurrence formulas have measured magnitudes crucial to formula<br />

development. Some apparent disagreement exists in how site region magnitudes should be computed,<br />

with some suggestion 15 that the local magnitudes determined by Sanford et al. 2 may be, in some sense,<br />

too low. In order to test the effect <strong>of</strong> this possibility, an alternate set <strong>of</strong> recurrence formulas is derived by<br />

incrementing the M L values in the above relationships by 0.5, in general agreement with the suggested<br />

relation between a "corrected" magnitude 15 and the local magnitude <strong>of</strong> Sanford et al. 2 The effect <strong>of</strong> this<br />

process is clearly to increase the activity rate <strong>of</strong> all source zones.<br />

The four formulas now become:<br />

log N = 2.43 - M CORR<br />

log N = 3.06 - M CORR<br />

log N = 3.25 - M CORR<br />

log N = 3.19 - 0.9 M CORR<br />

Site source zone (background)<br />

Algermissen & Perkins Rio Grande rift source zone<br />

Basin & Range subregion<br />

Central Basin Platform<br />

2.5-13 January 24, 2003

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