SCIGN Analysis Committee Report
September, 2001

by Nancy King (Chairman), Ken Hurst, John Langbein, and Matt van Domselaar

including results and advice contributed by
Tom Herring, Yehuda Bock, Rosanne Nikolaidis, Mike Heflin, Don Argus, and Aris Aspiotes

Last modified September 21, 2001

Table of Contents



Executive Summary

JPL, SIO, and USGS processing results are on-line at:

  • Baseline Results: Baselines do not depend on reference frame. Comparison of about 5800 JPL and SIO baselines yields excellent results. Mean SIO-JPL differences are about 0.1 mm in north and east, and 0.5 mm in the vertical. RMS differences are about 1.5 mm in north and east, and 5 mm in the vertical. Estimated proportional error is 1 to 3 parts per billion.

  • Progress toward a SCIGN combined solution: Work on the SCIGN combined solution required a lot of time, both human and CPU. Progress has been slower than we anticipated, but steady. We have developed a method (using GLOBK/GLORG) to combine SIO and JPL results and have used it to define a preliminary SCIGN regional reference frame. We are now ready to combine all stations on all days back to 1996, and then define a final SCIGN reference frame. Tom Herring worked closely with the committee on this work.

  • Offsets: Offset estimation depends on the error distribution. Analysis of the PANGA data showed that the best current error distribution is a combination of white and flicker (1/f) noise, White noise amplitudes are 1.5, 2.5, and 5.0 mm for N, E, and U. Flicker noise is 40% of white noise. We used this model, and code written by John Langbein, to find and resolve offsets in the combined solution for the SCIGN reference stations.

  • Vandalism at Bell Gardens Intermediate School: The smashing of the dome at this station is an example of the unwanted (ie. non-earthquake) offsets that are bound to occur from time to time. It demonstrates that we need to develop an automated system to scan results and detect anomalies. It also shows that the radomes affect the phase center in ways that we do not understand.



    Previous Analysis Committee Work, 1998 - 2000

    The September 2000 Analysis Committee Report describes the SCIGN Analysis Committee's history and previous work.



    Introduction to the September 2001 Report

    At the September 2000 SCIGN meeting, the Coordinating Board directed the Analysis Committee to concentrate on preparing a SCIGN combined solution. To accomplish this, the committee has been working on

    Work is well under way and we are confident that the results will be good, but as of this date work on the combined solution is not finished.

    Although the combined solution will supersede the 12-week comparison presented at the September 2000 meeting, the committee continued comparing those results. Baseline comparison yielded excellent results. The scripts used to perform these comparison can easily be adapted to use later in evaluation of the combined solution.

    This spring Ken Hurst, JPL's representative on the Analysis Committee, took a new job as group leader of JPL's "Data Understanding Systems" group. Ken continued to participate in development of the combined solution after taking his new position. Ken wishes to continue as a committee member, with help from someone from within JPL's GPS geodesy group.

    This summer Matt van Domselaar, SIO's representative on the Analysis Committee, took a new job outside geophysics. Thus the Analysis Committee needs a new member from SIO.

    The committee gratefully acknowledges assistance and advice from several people. Tom Herring of MIT advised us on our strategy for the combined solution, and helped us use his GLOBK/GLORG software to do it. Yehuda Bock of SIO provided software for XYZ to NEU transformation, helped produce the SIO h files for the combined solution, and helped resolve the problem of the offset at Bell Gardens Intermediate School (BGIS). Rosanne Nikolaidis of SIO provided the Scripps offset list, helped produce the SIO h files for the combined solution, and also worked on the BGIS offset problem. Mike Heflin of JPL helped produce loosely constrained stacov files. Don Argus of JPL helped compare various JPL solutions. Aris Aspiotes of USGS-Pasadena provided the photos of the vandalism at BGIS.



    Continuation of September 2000 Comparison

    At the September 2000 meeting, the Analysis Committee presented compared JPL and SIO results for six weeks before and after the Hector Mine earthquake. Although these results are already obsolete and will be replaced by the SCIGN combined solution, Nancy King continued to use this data set to develop scripts and compare positions and baselines. The comparison scripts will be useful for the combined solution.

  • Another demonstration of the reference frame problem in position time series

  • Baselines

    SIO-JPL Baseline Difference Plots and Histograms
    Mean difference, mm RMS, mm
    Length plots (LSIO-LJPL) vs L (LSIO-LJPL) vs L
    NEU plots (NEUSIO-NEUJPL) vs L (NEUSIO-NEUJPL) vs L
    Length histograms here (see top plot) here (see bottom plot)
    NEU histograms here here



    SCIGN Combined Solution

    The entire committee discussed how best to combine JPL and SIO results, and agreed on the approach described here. Matt van Domselaar and Ken Hurst did all the tedious time-consuming work, with the advice and assistance of Tom Herring of MIT.

    To obtain the first official SCIGN product from SIO, JPL, and USGS solutions, the Hector Mine coseismic displacements, we simply computed the weighted mean and standard deviation of the coseismic displacement vector for each station. However, since each institution's results are derived from the same RINEX files and are therefore correlated, we were not sure how to obtain realistic uncertainties. The simple weighted mean will not work for positions, since it doesn't make sense to average positions (as opposed to position differences from one day to the next) calculated relative to different realizations of a local ITRF97 reference frame.

    It turns out that even the agreement between SIO and JPL coseismic vectors was fortuitous, since these early results were obtained before JPL and SIO attempted to redefine the reference frame across the earthquake. As described above in the Continuation of September 2000 Comparison section, SIO and JPL eventually used the same reference stations with the same a priori positions and velocities. And yet, as the plots of mean SIO-JPL difference by day show, the mean SIO-JPL differences in position change at the time of the earthquake; the coseismic vectors will now not agree. This is probably because the details of SIO and JPL reference frame stabilization differ and the reference frames are not really the same.

    This discouraging result shows us that, at some point, SIO h files and JPL stacov files must be adjusted together. MIT's GLOBK/GLORG software, designed to combine solutions in this way, is an obvious choice for forming a SCIGN combined solution. There may be other methods, such as QOCA, and we may investigate other software later.

    To obtain the combined solution we have to do the following, bootstrapping as we iterate on these steps:

    Tasks (1) through (4) are done, although we have had to iterate some of these steps and may have to do so again. We thank Tom Herring for his help with task (4). Tasks (5a) and (5b) are in progress, and we are finding it frustrating and time-consuming to resolve the offsets. Task (6) is in progress also. Tasks 5(c-e) and (7) are not done yet.

  • The SCIGN reference stations

  • SCIGN reference frame results



    Offsets

    John Langbein did most of this work. Matt van Domselaar and Ken Hurst provided offset lists.

  • John Langbein's report.

  • JPL's list of start times and offsets

  • SIO offsets



    Vandalism at Bell Gardens Intermediate School (BGIS)

    We want to observe offsets caused by earthquakes. We are resigned to the fact that we will always have offsets due to equipment failure or obsolescence. The Bell Gardens incident demonstrates that, besides these expected offsets, there will always be surprising episodes that cause offsets. It also shows us that we do not yet understand the effect of the dome on the phase center.

    On August 22, 2000, an offset occurred in the BGIS data. Unfortunately, it took months before anyone visited this site. It turned out that a vandal managed to punch a big hole in the radome. We know he used a brick because there was brick dust on the dome. There were small nicks on the antenna, but it did not appear that the vandal struck the antenna once the dome was broken. Although it is not visible in the photos below, there was a bird's nest between the bottom of the antenna and the bottom of the dome.

    Our first reaction was that the antenna must have been damaged. People at SOPAC (Yehuda Bock, Matt van Domselaar, and Rosanne Nikolaidis) used the baseline from DYHS to BGIS to establish the date, time, and size of the offset. Further analysis at SOPAC showed that the offset disappeared once a new radome was installed. Click here to see the single-epoch time series for the day on which the vandalism occurred.

    We conclude that



    Future Plans