Opus projects User Instructions and Technical Guide
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- B.1.1 Printing with Google Chrome™
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User Instructions and Technical Guide OPUS Projects 98 | P a g e NOAA | National Geodetic Survey of the processing setup. The OPUS Projects Team will respond with additional questions or confirmation that the problem has been fixed. Q. I processed a session, but received a message saying "Unable to retrieve or create a precise ephemeris at this time." What should I do? A. This is a symptom of a temporary drop in communication between OPUS and CORS. Wait a few minutes and try again. Q. Why didn't OPUS Projects add the CORS named "abcd" into my project as I instructed? A. The most like reason is that a CORS data file doesn't exist for that particular day. Check the availability of the CORS site "abcd" on the day in question by looking here: http://www.ngs.noaa.gov/CORS/ . If you find the file there please contact the OPUS Projects Team with your concern. Q. The Manager web page has appeared, but no marks are shown and a popup has appeared saying: "Stop running this script? A script on this page is causing the browser to run slowly." What should I do? A. Your project is probably large or complex thereby requiring many seconds to display the web page. This is more common in older versions of Internet Explorer, but can happen with any browser. Click "No" as often as needed until the web page fully displays. Projects this complex may result in slow browser response. Q. I just uploaded, in my haste, a file that processed fine but I put in the wrong ANTCAL code and wrong ARP height. How can I change or remove this out of my project? A. There are several options: 1) Upload the file again using the correct ANT name and ARP height. The re-uploaded file and its information will overwrite the existing file and information. 2) Navigate to the mark page as the project manager. Look for the Mark occupation table below the description. Most of the fields in that table are editable. Change the ANT name and ARP height there. The OPUS solutions will remain, but the updated information will be used in all subsequent processing in your project. 3) Navigate to the mark page as the project manager. Look for the Mark occupation table below the description. To the upper-right of that table is a button labeled "Manage Data Files." Click that button and a popup window appears listing the data files for that mark. Find the offending data file in the table, click Removed and Apply Changes. But then you have to upload the file again if you still want to use it, so see (1) or (2). OPUS Projects User Instructions and Technical Guide NOAA | National Geodetic Survey P a g e | 99 Appendix B. Using Various Internet Browsers B.1 Print reports displayed by the project web pages The reports displayed using the Show File control can be printed using instructions specific to the browser being used. The following may be helpful printing. B.1.1 Printing with Google Chrome™ With Google Chrome™, there is an extension to enable printing a text box frame, i.e. the report text, to a local printer (Figure B.1), but this has not been tested. Without this extension to the browser, the remaining option is to copy and paste the report text into a file. Figure B.1 - Printing with Google Chrome™ User Instructions and Technical Guide OPUS Projects 100 | P a g e NOAA | National Geodetic Survey B.1.2 Printing with Microsoft Internet Explorer® Select all the report’s text, then right-click on any part of the selected text. A menu will appear (Figure B.2). Select “Convert to Adobe PDF” to save the selected text as a PDF file. After saving, open the PDF and print the PDF file normally. Figure B.2 - Printing with Internet Explorer® OPUS Projects User Instructions and Technical Guide NOAA | National Geodetic Survey P a g e | 101 B.1.3 Printing with Mozilla® based browsers such as Firefox® Right-click anywhere on the report itself should cause a menu to appear. “This Frame” on that menu will open a submenu. Choose the “Print Frame” submenu item (Figure B.3). Figure B.3 - Printing with Firefox® User Instructions and Technical Guide OPUS Projects 102 | P a g e NOAA | National Geodetic Survey Appendix C. Session Solution and Network Adjustment Summary Report The first section is an overall summary of the solution. An example report is shown in the shaded (gray) area. Artificial breaks were inserted into this example to make possible a description of the report in this format. The breaks are indicated using vertical ellipses. Annotations for each section follow that section, are identified by numbers on the far right and the corresponding text is highlighted. 1. Scaling of the formal uncertainties reported. 2. Processing program name and version. 3. The standard error of unit weight should be 1, but values between 0.1 and 1.1 are acceptable. No rescaling of the coordinate sigmas used in the constraints or assumed uncertainties of the observations is performed as part of the solution. As a result, the standard error of unit weight is dependent upon these and other a priori information used in the processing and is rarely exactly 1. Experience has shown that values nearer 0.1 should be expected when TIGHT constraints are used; values will be nearer 1.0 when NORMAL or LOOSE constraints are used. Values for the standard error of unit weight outside this range are not absolutely indicative of a processing problem, but do imply that additional evaluation of the solution is warranted. 4. Smaller is better. The project preference should supersede the following, but an overall RMS ≤ 2 cm is recommended because experience indicates that a value in this range is consistent with having no serious data processing problems. Values > 2 cm are not absolutely indicative of a processing problem, but do imply that additional evaluation of the solution is warranted. 5. As used in OP, PAGES shifts from using L1-only data for shorter baselines to the ionosphere-free combination for longer baselines. This helps insure that the lowest noise, and therefore conventionally preferred, observable is being used regardless of baseline length. The baseline length for this transition is at approximately 7 km. 6. The satellite elevation mask chosen in OP processing. This may differ from that set in the receiver. 7. The neutral atmosphere (tropo) correction parameterization interval and style. NGS OPUS PROJECTS SESSION SOLUTION REPORT =========================================== All coordinate accuracies reported here are 1 times the formal uncertainties from the solution. For additional information: geodesy.noaa.gov/OPUS/Using_OPUS-Projects.html#accuracy These positions were computed without any knowledge by the National Geodetic Survey regarding the equipment or field operating procedures used. USER: your.name@your.address SOLUTION SOFTWARE: page5(1203.19) SOLUTION DATE: 2012-03-21T15:20:52 UTC STANDARD ERROR OF UNIT WEIGHT: 0.722 TOTAL NUMBER OF OBSERVATIONS: 7048 TOTAL NUMBER OF MARKS: 2 NUMBER OF CONSTRAINED MARKS: 1 OVERALL RMS: 1.4 cm START TIME: 2011-10-25T12:31:30 GPST STOP TIME: 2011-10-25T18:01:00 GPST PROGRAM OPERATION: FULL RUN FREQUENCY: L1-ONLY TO ION-FREE [BY BASELINE LENGTH] OBSERVATION INTERVAL: 30 s ELEVATION CUTOFF: 15 deg TROPO INTERVAL: 1800 s [STEP-OFFSET PARAMETERIZATION] DD CORRELATIONS: ON ⋮ 1 2 3 6 7 4 5 Yüklə 4,8 Kb. Dostları ilə paylaş:
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