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Area, Emery County, Utah for use in ground motion prediction and hazard <br />assessment of a nearby dam. The range in hypocentral distances used was 500 m <br />(1,640 ft) to 10 km (6.3 mi), very similar to event distances recorded at Bowie No. 2, <br />West Elk and Oxbow Mines by the NFVSN. Ground motions from mining-induced <br />events with magnitudes of up to moment magnitude (M) 2.2, augmented with ground <br />motion data from a nearby ML 4.2 event, were used to develop the relationship using <br />a two-stage regression analysis. They developed prediction equations for PGA, peak <br />velocity, and pseudo-velocity response spectra at 5% damping for periods of 0.1, <br />0.2, 0.5, 1.0, and 2.0 sec. <br />Figures 1 and 2 show the typical scatter seen in ground motion data is exhibited by <br />the NFVSN data. The McGarr and Fletcher (2005) curves lie above the central <br />tendency of the data. In particular, the curves are overly conservative at distances <br />less than 1 km. The PGAs at the North Fork Valley mines do not appear to be as <br />high as the McGarr and Fletcher (2005) model would predict at least for ML 1.5 to 2.5 <br />(Figure 1). A simple exponential fit was performed to the data in the bins described <br />above (Figure 2). As can be seen, the exponential relationships predict PGAs less <br />than 0.01 g for ML 2.5 to 2.9 and less than 0.1 g for ML 3.0 to 3.4 although the <br />sparcity of data at distances less than 1 km makes such estimation less well <br />constrained. <br />The planned closest approach of the mining will be at a horizontal distance of 610 m <br />(2000 ft) and at a depth of 610 m (2000 ft) resulting in a shortest distance of 863 m <br />(2828 ft). Based on Figure 2, the median PGA predicted at Bruce Park Dam from a <br />mine tremor of ML 3.4 (the upper end of that bin) at a distance of 863 m would be <br />significantly less than 0.10 g. It is difficult to extrapolate to larger magnitudes but a <br />ML 4.2 event would also probably yield a median PGA of less than 0.10 g. It is not <br />the PGA value of the mine tremor that is significant in terms of damage potential, <br />although PGA does provide an overall estimate of the severity of the ground <br />shaking. What is most pertinent to damage is the frequency content of the ground <br />motions at periods of 0.1 to 1.0 sec. <br />Numerous analyses have shown that mining-induced seismic events and natural <br />tectonic earthquakes share more similar characteristics than they do differences. In <br />fact, Art McGarr of the U.S. Geological Survey, the foremost authority on mine <br />seismicity in the U.S., stated in 1984 that "to date, no systematic physical differences <br />have been discovered between the two phenomena" referring to mine tremors and <br />natural earthquakes (McGarr, 1984). However, Wong et al. (1989) and Wong and <br />McGarr (1990) concluded that implosional-shear failure was the mechanism <br />accounting for the vast majority of mine tremors in the Book Cliffs and eastern <br />Wasatch Plateau coal mines of Utah. This type of failure has now been reported in <br />other coal mines as well as in other types of mines worldwide (Wong and McGarr, <br />1990). <br />Observations to date indicate the implosional-shear failure is also the source <br />mechanism of the mine tremors in the North Fork Valley coal mines. Despite the <br />implosional component in the failure mechanism in these events, the characteristics <br />of the time history (Figure 3) and frequency content are very similar to natural <br />-2- 05/08 <br />PR-10 <br />? PPRov?l?