Program Element II.3: Nature and Rate of Crustal Deformation
Key words: GPS-Campaign, GPS-Continuous, Strain Measurements, Quaternary fault behavior
Final Report for Period Feb. 1, 1995 - Oct. 31, 1996
Non-technical Summary
In June and July, 1995 we installed continuously operating GPS trackers at the University of Washington campus in Seattle (SEAT) and at Cheeka Peak (NEAH) on the coast of Washington. The GPS receivers at these sites have been operating continuously since that time. Daily processing of these data together with data from US Coast Guard and Canadian trackers indicates that the UW trackers are moving to the northeast (up to 13 mm/year at NEAH) relative to the interior of the US or Canada, consistent with a simple model of the convergence between the Juan de Fuca and North America plates. In this model the plates are locked together without slipping but they steadily deform. Details of the operation of the GPS stations as well as raw and RINEX data can be found at the web site http://www.geophys.washington.edu/GPS/. A copy of this report is available at http://www.geophys.washington.edu/SEIS/PNSN/REPTS/Summaries96/G2582.htm.
In June and July 1995 UW installed two continuously recording stations, at Cheeka Peak (NEAH), near Neah Bay, Washington, and Seattle (SEAT), at the campus of the University of Washington. Both receivers are ASHTECH Z-XII instruments with Dorne Margolin Choke Ring style antennas. At Cheeka peak the antenna is mounted on a 2.4 meter high, 0.6 meter diameter cylindrical concrete pillar secured to bedrock via grouted rebar in holes that extend 2 meters below the rock surface. The antenna at the University of Washington is mounted on the roof of the Atmospheric/Geophysics building on a massive steel "quadrupod" attached to the building. Locations of these sites together with sites operated by Geological Survey of Canada that are included in the daily analysis are given in Table 1.
--------------------------------------------------------------------- Table 1. Operational Continuously Recording GPS Sites --------------------------------------------------------------------- Location ID Latitude Longitude Start Operating (N) (W) Date Agency ----------------- ---- ------- -------- ------ --- Neah Bay, WA NEAH 48.2979 124.6249 Jul-95 UW Seattle, WA SEAT 47.6550 122.3083 Jun-95 UW Penticton, B.C. DRAO 49.3226 119.625 Feb-91 GSC Victoria, B.C. ALBH 48.3898 123.4875 May-92 GSC GSC=Geological Survey of Canada; UW=University of Washington.
UW has analyzed data from the GPS sites using GIPSY/OASIS II software together with data from selected IGS sites and US Coast Guard CORS sites at Whidbey Island, Washington (WHD1), Point Robinson, Washington (RPT1), and Fort Stevens, Oregon (FTS1). Raw and RINEX format data from the UW sites NEAH and SEAT are available via computer for 15 days from the the date of recording at http://www.geophys.washington.edu/GPS/.
Results
Station positions for several continuously recording IGS GPS sites plus NEAH, SEAT, and US Coast Guard stations at Whidbey Island (WHD1) and Point Robinson (RPT1) in the Puget Sound and Fort Stevens (FTS1) at the mouth of the Columbia river are computed daily using GIPSY/OASIS II software. The results for 4 stations are shown in Figure 1 for a one year period.
Figure 1. Deviations of the daily positions of several sites with respect to Canadian station DRAO in Penticton, BC. No outliers in the data have been removed. Velocities were computed using weighted least-squares regression. Errors represent 95% confidence limits.
The motions indicate that deformation is dominated by the interaction between the Juan de Fuca and North America plates. Computed Station velocities are to the northeast relative to the stable interior of British Columbia, roughly parallel to the relative motion between the Juan de Fuca and North America plates (Figure 2 and Table 2).
Figure 2. Computed station velocity (mm/yr) with respect to Canadian station DRAO, located at Penticton, BC in the Canadian interior. Results are based on 1 year of data (1996). No outliers have been removed. Velocities were computed using weighted least-squares regression. Ellipses around the tips of each arrow indicate 95% confidence limits on the velocity.
--------------------------------------------------------------------- Table 2. Estimated Station Velocities (mm/yr) relative to DRAO based on GPS data through 1996 --------------------------------------------------------------------- Sta Vnorth 2s Veast 2s Vup 2s Vhoriz 2s Az ALBH 2.9 1.1 9.4 1.2 -2.5 1.6 9.8 1.6 73 FTS1 6.7 1.8 2.6 1.8 -8.8 3.5 7.2 2.5 21 NEAH 5.2 1.3 11.5 1.6 -4.6 3.2 12.6 2.1 66 RPT1 3.2 1.5 1.6 1.6 -2.9 3.2 3.6 2.2 27 SEAT 1.9 1.1 0.8 1.4 -5.5 2.3 2.1 1.8 23 WHD1 4.5 1.5 3.7 1.7 6.9 3.5 5.8 2.3 39 ---------------------------------------------------------------------North, east, and vertical velocity is given together with the 2 standard deviation uncertainty. Azimuth is the direction of the horizontal component of velocity.
The largest horizontal velocity reaches 13mm/yr near the Washington coast. The component of relative motion in a north-south direction between any two stations in Figure 1 does not exceed 1 mm/year. This result is interesting because it is well known that crustal earthquakes in the Puget sound have fault plane solutions indicating a roughly north-south direction of maximum principal stress. Apparently, the direction of maximum principal stress is not aligned with the direction of maximum (compressive) strain rate.
1997 GPS Campaign Surveys
In the summer of 1997 we plan to conduct campaign surveys of 52 survey marks in western Washington (Table 2), principally in the Puget Sound region. Each site will be occupied for two 8-hour periods on successive days. Many of these sites have been previously occupied by UW and the the USGS, including occupations in 1995 and 1996. For a history of the occupation of these sites see http://www.geophys.washington.edu/GPS/. The data for these sites will processed together with data from continuously recording stations. The results will be compared with data from previous surveys in order to provide strain rate information at higher spatial resolution than can be obtained by the continuously recording stations.
--------------------------------------------- Table 2. GPS Campaign sites Monitored in Western Washington --------------------------------------------- Lat Long Sta Lat Long Sta ------ -------- ---- ------ -------- ---- 48.162 -122.158 ARLI | 46.300 -124.076 NHD4 48.170 -122.154 ARLO | 46.967 -122.908 OLYM 47.686 -122.249 AVIA | 47.636 -122.142 OVER 47.501 -122.755 B197 | 47.908 -122.272 PAIN 47.855 -123.260 BLUE | 48.017 -123.495 PTAN 48.513 -122.599 CAPS | 48.098 -124.119 PYST 46.973 -123.703 CENT | 47.837 -124.561 QUI2 47.232 -121.171 EAST | 47.837 -124.561 QUIL 46.631 -123.275 F064 | 48.054 -123.011 SAN2 47.937 -124.396 FORK | 47.237 -123.141 SAND 46.541 -123.500 FRAN | 46.602 -120.477 SARG 47.738 -121.986 FUNK | 47.824 -122.875 SCHO 47.549 -122.786 GLDH | 48.508 -122.228 SEDR 47.536 -124.333 GP14 | 47.571 -122.553 SITA 46.903 -124.100 GRAY | 46.663 -123.810 SOBE 47.304 -124.279 GREN | 47.401 -122.164 SPOO 47.485 -122.176 HAFF | 48.239 -122.348 STAN 48.055 -122.809 JCIA | 47.273 -122.573 TACO 47.212 -121.998 KIBL | 47.387 -123.113 TAHU 47.735 -122.648 KING | 47.479 -123.986 TENO 47.094 -122.621 LEWI | 47.103 -122.290 THUN 47.922 -122.683 LUDL | 47.509 -121.985 TIGE 47.660 -122.111 MARY | 47.012 -120.521 WILS 46.938 -122.554 MCKE | 48.141 -122.768 WORD 46.551 -122.270 MORT | 46.516 -124.057 X537 48.370 -124.598 NEA2 | 47.033 -123.112 Z478
Abstracts
G. Khazaradze, A. Qamar, and H. Dragert, Permanent GPS Network in Washington, EOS V76, N46, supplement pg. F150, (abstract) 1995.
G. Khazaradze, A. Qamar, E. Endo, H. Dragert, and N. King, Preliminary Results from New GPS Measurements in Washington, Annales Geophysicae V14, supplement 1, pg. 251, (abstract), 1996.
G. Khazaradze and A. Qamar, GPS Based Crustal Deformation Studies in Washington, Abstracts from the 8th Annual IRIS Workshop, pg. 39, 1996.
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