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CORS Network. > 1,865 Stations 226 federal, state, local and academic partners Growth > 231 new stations in 2012 Updated Guidelines. CORS. CORS. CORS “Data Products” Page. Obtain Static Data Files for CORS Here. Provide Information about your Project. Enter your custom requests.

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cors network
CORS Network
  • > 1,865 Stations
  • 226 federal, state, local and academic partners
  • Growth > 231 new stations in 2012
  • Updated Guidelines
slide4

CORS “Data Products” Page

Obtain Static Data Files for CORS Here

cdot cors opus team
CDOT CORS/OPUS Team
  • To incorporate CORS and OPUS into the CDOT Survey Manual
  • Presented to SAC on Feb 15, 2012
  • Proposed Addendum
  • Recommendations
online positioning user service opus
Online Positioning User Service (OPUS)
  • Users submit GPS data to NGS
  • Data is processed using NGS computers and software
  • Resulting precise positions e-mailed back to the user
  • Solutions up to 1-2 cms in accuracy provided by email
  • OPUS Rapid Static - 15 minutes of data vs. 2-4 hours

http://geodesy.noaa.gov/OPUS/

slide10

yourGPS data

IGS & NGS base stations & site information filesIGS antenna calibrations & satellite orbits & reference frames

UNAVCO teqc converterPAGES baseline processor

var. geophysical models

NGS geodetic toolkit

geodetic standard data

Online Positioning User Service OPUSgeodesy.noaa.gov/OPUS/

JGE 2011v1

yoursolution

options:

projects & publishing

mark description

slide11
OPUS
  • OPUS – S (2 hrs)
  • OPUS – RS (15 minutes)
  • OPUS – DB (Publish)
  • OPUS – Projects (Network)
opus submission webpage
OPUS Submission Webpage

Your email address

Location of your data file

Your antenna type

Antenna height

Customize your solution - details on next slide

new look and feel
New Look And Feel.

The Options button “accordions” to a streamlined set of menus and entry fields. No more jumping to a new page.

slide14

OPTIONS

extended solution

in/

Exclude

CORS

SPC zone

geoid model

project

profile

publish

OPUS-RS or OPUS-Static

(15 min-2 hr) (2-48 hr)

slide15

Online Positioning User Service (OPUS)

  • >15 min of L1/L2 GPS data >>> geodesy.noaa.gov/OPUS/
  • Processed automatically on NGS computers, tied to CORS
  • Solution via email - in minutes
  • Fast, easy, consistent access to NSRS
slide16

Static: OPUS determines your position with a differential GPS static solution, using hours of data.

This process is repeated 4x from other CORS.

solution 2

CORS solution #1

solution 3

solution 4

solution 5

slide17

solution 2

=

h

your position:averaged from the “best” 3 of 5 CORS solutions

f

CORS solution #1

l

=

=

solution 3

your peak-to-peaks:scaled from the spread of the 3 CORS solutions

solution 5

=

=

solution 4

slide18

Rapid-static: OPUS first creates an atmospheric delay model from surrounding CORS data.

Your position is then quickly determined by differential GPS static solution.

how is the antenna height measured

ARP

MARK

  • The height is measured vertically (NOT the slant height) from the mark to the ARP of the antenna.
  • The height is measured in meters.
  • The ARP is almost always the center of the bottom-most, permanently attached, surface of the antenna.
  • See GPS Antenna Calibration for photo’s and diagrams that show where the ARP is on most antennas:
  • http://geodesy.noaa.gov/ANTCAL/
  • If the default height of 0.0000 is entered, OPUS will return the position of the ARP.
How is the Antenna Height Measured?
why do i need the antenna type

phase ctr.

Why Do I Need the Antenna Type?

The antenna phase centers are located somewhere around here.

The antenna offsets are the distance between the phase centers and the ARP

ARP

You do not need to know these offsets. They are passed to the processing software through the antenna type

The Antenna Reference Point (ARP) is almost always located in the center of the bottom surface of the antenna.

Incorrect or missing antenna type big vertical errors

ngs antenna calibration relative vs absolute gnss antenna calibration

relative

absolute

NGS Antenna Calibration –Relative vs. Absolute GNSS Antenna Calibration

2 hours

GPS tracking

how does opus rs work
How Does OPUS-RS Work?
  • OPUS-RS selects three to nine “best” CORS based upon:
      • Having common satellite visibility with the user data.
      • Having distances from the user’s site <250 km.
  • This is shown here graphically. The star represents the user’s site. The triangles are CORS.
  • No CORS farther than 250 km from the user’s site will be included.
  • The three CORS minimum is shown.No more than nine are used.

s

>250km

250km

Choi, 2010, personal communication.

how does opus rs work1
How Does OPUS-RS Work?

In addition, user’s site must be no more than 50 km from the (convex) polygon created by the selected CORS.

Again in this figure, the star represents the user’s site; the

triangles are CORS. Five CORS and their resulting polygon are shown in this example.

If the user’s site, the star, is more than 50 km outside this polygon, alternate CORS will be considered.

If none can be found, the processing will abort.

Schwarz et al., “Accuracy assessment of the National Geodetic Survey\'s OPUS-RS utility”, 2009, GPS Solutions, 13(2), 119-132.

how good can i do with opus s
How Good Can I Do With OPUS-S?

More generally, Eckl et al. (NGS) preformed a similar but more extensive test using the same software but outside OPUS.

Eckl et al., 2001, “Accuracy of GPS-derived relative positions as a function of interstation distance and observing-session duration”, J. of Geod. 75, 633-640).

Their results provide a good “rule of thumb” for accuracy versus session duration when using OPUS-S and in many other applications.

why opus db
Why OPUS-DB
  • A new easier way to capture data and have it in an NGS database
  • Help populate Ellipsoidal Heights on Bench Marks, help with Geoid models and future vertical datums
  • To the extent (?) they\'ve bluebooked in the past, they can continue into the future more easily.
  • If they are running RTK, this would help determine base station position and document where it was used, assuming they left a permanent mark.
  • Changeover to new datums; either we maintain the data or user does for highest accuracy, but models will be available for bringing old coordinates forward.
marks published
Marks Published.

OPUS

is showing steady growth in registered users and published marks.

ngs data sheets
NGS Data Sheets

Traditional

blue booking

New

OPUS-DB

opus db requirements
OPUS DB Requirements

Field Procedures

  • GPS data file ≥ 4 hour duration
  • quality mark setting
  • experienced observer
  • fixed height tripod recommended
  • brace tripod legs with sandbags or chain
  • verify antenna height and plumb
opus db requirements1
OPUS DB Requirements

High-Quality OPUS Solution

  • ≥ 70% observations used
  • ≥ 70% ambiguities fixed
  • ≤ 3 cm RMS
  • ≤ 4 cm peak-to-peaks, lat. & lon.
  • ≤ 8 cm peak-to-peak, el. hgt.
  • properly identify antenna type
  • precise or rapid orbits (avail. next day)
opus db requirements2
OPUS DB Requirements

Mark Attributes

  • photos of mark & equipment
  • details (name, type, stability, etc.)
  • description to aid mark recovery
  • preview mark description form& help file
issues to consider
Issues to Consider
  • Site
    • instability, multi-path
    • mark ID (search database, check stamping)
  • Weather
    • wild, local troposphere issues?
    • space weather: ionospheric issues?
  • “Truth” (orbits, CORS, etc.)
    • Rapid (next-day) orbits required for publishing
interface

39

Interface

The user is taken to a new page where they designate the mark associated with their data as “new” or “recovered”.

interface existing mark designation
Interface - “Existing” mark designation

After making that selection, the user is offered the appropriate form for entering the meta-data.

review
Review

If the meta-data is complete, the quality control restrictions are met and the user gives the “OK”, the submission is entered into the data base after review by NGS.

opus db solutions

43

OPUS-DB Solutions

http://geodesy.noaa.gov/OPUS/view.jsp

interface1

45

Interface

This is part of a published

data sheet.

Note the “See Also” highlight.

Note the “See Also” highlight. This provides access to other data base and IDB entries for this mark.

slide46

OPUS –

Datasheet Publishing

  • Publishing Criteria:
  • NGS-calibrated GPS antenna
  • > 4 hour data span
  • > 70% observations used
  • > 70% fixed ambiguities
  • < 0.04m H peak-to-peak
  • < 0.08m V peak-to-peak
  • Uses:
    • GPS on BMs
    • PLSS / GCDB
    • Data archive
    • Data sharing
slide47

Orthometric Height Comparison

871.746 m Published NAVD88

871.800 m OPUS GEOID09

0.054 m (0.18 ft) Difference

slide48

OPUS-projects:

  • first, run OPUS to harvest all project data
  • OPUS automatically forms sessions from simultaneously observed marks, allowing multi-baseline processing and adjustment of multiple sessions.
slide49
GNSS
  • What’s happening now?
  • Schenewerk is extending the PAGES suite to handle GLONASS and other GNSS.
  • GLONASS PAGES will be able to process integer-fixed or float GPS and float GLONASS separately or together.
  • The software is literally an extension of PAGES which has been proven in a variety of operational tasks.
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