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2008-05-21_REVISION - C1996083
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2008-05-21_REVISION - C1996083
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Last modified
8/24/2016 3:31:46 PM
Creation date
5/22/2008 11:30:04 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1996083
IBM Index Class Name
REVISION
Doc Date
5/21/2008
Doc Name
1st Quarter 2008 Referenced Seismic Letter & Report
From
J.E. Stover & Associates Inc
To
DRMS
Type & Sequence
PR10
Email Name
JJD
Media Type
D
Archive
No
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• <br />North Fork Valley Seismic Network - First Quarter 2008 <br />Recorded Peak Ground Accelerations <br />PGA values (in g's: 1 g = 980 cm/sec2) were also recorded for all triggered events on the three- <br />component accelerometers. We have included the largest PGA recorded for each relocated <br />seismic event in Table 3 when available, the station that recorded the ground motion and the <br />event-to-station distance. The largest PGA recorded during the quarterly period was 0.01 g at <br />station MFB for a ML 1.9 event at a distance of approximately 0.9 km [0.6 mi]. This event <br />occurred on 9 January 2008 at the Bowie No. 2 Mine. Note distances may be accurate to within <br />only a few hundred meters due to uncertainties in the velocity model used in the relocations. <br />To determine potential ground motions at the nearby Bruce Park Dam and landslide area and <br />within the mine areas, we have plotted the recorded PGA values as a function of hypocentral <br />distance for events during the third and fourth quarter of 2007 and first quarter of 2008 (Figure <br />3). To calculate hypocentral distance, we used an average event depth of 0.56 km for the events <br />at Bowie and Oxbow mines and 0.73 km for those at the West Elk Mine. These values <br />correspond to the approximate depths just above the currently mined coal seams. (Hypocentral <br />distance is the distance to the event's hypocenter or the location where the event was initiated at <br />depth.) The majority of PGAs were measured at hypocentral distances of less than 10 km from <br />the recording stations. The measurements are shown color coded in two magnitude bins: ML 1.5 <br />to 2.5 and ML 2.5 to 3.5. Only a few events occurred that were large enough to be in the last <br />category. PGA's recorded for the four Mt Lamborn events from this quarter and two from the <br />previous quarter (ML 1.8 to 2.4) recorded at multiple stations are shown in green (Figure 3) some <br />of which were recorded at distances greater than 10 km. <br />Also shown in Figure 3 is the attenuation relationship of McGarr and Fletcher (2005) for ML 2.0 <br />and 3.0. This attenuation relationship was developed from coal mining-induced seismicity in the <br />Trail Mountain 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 in (1,640 ft) to 10 <br />km (6.3 mi), very similar to event distances recorded at Bowie No. 2, West Elk and Oxbow <br />Mines by the NFVSN. Ground motions from mining-induced events with magnitudes of up to <br />moment magnitude (M) 2.2, augmented with ground motion data from a nearby ML 4.2 event, <br />were used to develop the relationship using a two-stage regression analysis. They developed <br />prediction equations for PGA, peak velocity, and pseudo-velocity response spectra at 5% <br />damping for periods 0.1, 0.2, 0.5, 1.0 and 2.0 sec. For those events that we located but did not <br />have an ML assigned, we converted the coda magnitudes (Table 3) assigned by the automatic <br />location program to ML, using a relationship we developed for seismic events, which had both <br />Mc and ML. <br />As can be noted in Figure 3, the typical scatter seen in ground motion data is exhibited by the <br />NFVSN data. The McGarr and Fletcher (2005) curves lie above the central tendency of the data <br />and in particular, the curves are very conservative at distances less than 1 km. We are currently <br />developing a model that fits the North Fork Valley data. <br />ACKNOWLEDGMENTS <br />The NFVSN data analysis and evaluation are jointly supported by MCC and BRL. Our thanks to <br />. Collin Stewart, BRL Project Manager and Wendell Koontz, MCC Project Manager for their <br />support. Our appreciation to Pete Swanson (NIOSH/CDS) and Dave Wolny (Mesa State <br />UM WAx wcfs\PROJECTS\North Fork-Bowie\Quarterly reports\2008 Q1\Q1_2008_BRL_final.doC\0AK 5
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