Tag: NGS Map

  • The effects of tectonic plate movement on the modernized 2022 NSRS

    The effects of tectonic plate movement on the modernized 2022 NSRS

    It’s the beginning of 2022 and the new, modernized NSRS is only about three years away. Hopefully, everyone has been reading NGS’s blueprint documents updated during 2021, and participating in NGS’s webinar series. Together, they provide the latest information about the changes from the existing NSRS to the new NSRS.

    My previous columns highlighted many aspects of the new geometric reference frame and geopotential datum. In this month’s column, I will highlight the time-dependent aspect of the modernized NSRS and why it is necessary for the new system.

    As I stated before, NOAA’s National Geodetic Survey (NGS) is developing models and tools for users to be able to transform coordinates between the four national terrestrial reference frames and the International Terrestrial Reference Frame, the Geopotential Datum and the North American Vertical Datum of 1988 (NAVD 88), as well as estimate coordinates at epochs different from the survey observation epoch by accounting for movement.

    What does NGS mean by estimate coordinates at epochs different from the survey epoch, and why is it necessary to account for movement for the new, modernized NSRS? This column will address these issues.

    NGS’s January 2022 (Issue 27) edition of NSRS Modernization News announced a paper about the modernized NSRS and a change in name to the Intra-Frame Velocity Model (IFVM). See the box below. Users can sign up for these newsletters here,  and can obtain access to previous newsletters here.

    The Latest Issue of
    NSRS Modernization News

    Image: From GovDelivery Communications Cloud on behalf of: NOAA's National Ocean Service)
    Image from GovDelivery Communications Cloud on behalf of NOAA’s National Ocean Service.

    The new paper was published in October 2021 and is titled “The Mathematical Relation between IFVM2022 as Expressed in ITRF2020 with IFVM2022 as Expressed in the Four Terrestrial Reference Frames of the Modernized NSRS with Dependence on EPP2022.” It can be downloaded here.

    The paper describes the mathematical relationship between the Intra-Frame Velocity Model (IFVM2022) and the Euler Pole Parameters (EPP2022).

    The NSRS Modernization News announcement states that the IFVM2022 name has been changed to the Intra-Frame Deformation Model (IFDM2022). The latest version of blueprint 1 and the October 2021 (NOS NGS 90) report were published before the name changes, so they refer to IFVM2022 instead of IFDM2022.

    Photo:

    Why is it necessary to account for movement? Coordinates basically change because the Earth’s surface is moving due to the movement of major tectonic plates. See the box below for information about why it is called plate movement or tectonic shift. NGS understands this and is attempting to manage the changing coordinates by providing a time-dependent component.

    Image: National Ocean Service Website
    Image: National Ocean Service website
    Screenshot: NOAA Website
    Screenshot: NOAA Website

    NGS will be defining the following four geometric terrestrial reference frames that are based on the tectonic plates (see map below):

    • North American Terrestrial Reference Frame of 2022 (NATRF2022)
    • Pacific Terrestrial Reference Frame of 2022 (PATRF2022)
    • Caribbean Terrestrial Reference Frame of 2022 (CATRF2022)
    • Mariana Terrestrial Reference Frame of 2022 (MATRF2022)

    Four Tectonic Plates Part of NGS’s New NSRS

    Image: Dave Zilkoski
    Image: Dave Zilkoski

    As previously stated, NGS is developing models and tools for users to be able to transform coordinates between the four national frames and the International Terrestrial Reference Frame, as well as estimate coordinates at epochs different from the survey observation epoch by accounting for movement. These models are denoted as EPP2022 and IFDM2022.

    So, what are EPP2022 and IFDM2022? And what does this mean to surveyors and mappers?

    EPP stands for Euler pole parameters (a way of describing a plate’s rotation) and IFDM2022 is a way of computing the drift in coordinates.

    Why Euler Pole? See the box titled “Who was Euler?”

    Who was Euler?

    Leonhard Euler was a Swiss who lived in the 1700s. He was one of the greatest mathematicians that ever lived and has been called the greatest mathematician of the 18th century. He founded the studies of graph theory and topology, and made pioneering and influential discoveries in many other branches of mathematics such as infinitesimal calculus. He introduced a lot of modern mathematical terminology and notation, including the notion of a mathematical function. He is also known for his work in mechanics, fluid dynamics, optics, astronomy and music theory.

    The definition of Euler’s fixed point theorem states that any motion of a rigid body on the surface of a sphere may be represented as a rotation about an appropriately chosen rotation pole, called a Euler pole. This theorem has been used by geologists to understand and describe the motions of tectonic plates.

    NGS’s 2021 revised Blueprint 1, NOAA Technical Report NOS NGS 62, Blueprint for the Modernized NSRS, Part 1: Geometric Coordinates and Terrestrial Reference Frames provides an explanation of Euler poles and “plate-fixed” frames. As stated in the “Who was Euler?” box, the definition of Euler’s fixed-point theorem states that any motion of a rigid body on the surface of a sphere may be represented as a rotation about an appropriately chosen rotation pole, called a Euler pole. The following is stated in the NOS NGS 62 report under “Plate-Fixed Frames and Euler Poles,” section 4:

    When considering only the rigid (not deforming) part of a tectonic plate, the horizontal motion of the plate (relative to a global plate-independent reference frame, like the ITRF) can be modeled as a rotation about a geocentric axis passing through a fixed point on Earth’s surface. Although such models must make certain assumptions (such as the rigidity of the plate), the dominant motion of the majority of points on most tectonic plates is the rotation about a fixed point. That point is known as an “Euler pole.”

    What is important to know is that the determination of a plate’s Euler pole location and the angular velocity with which the plate rotates can be empirically determined using GNSS observations from a CORS network distributed throughout the plate. Figure 1 from the NOS NGS 62 report provides a plot of the North American plate Euler pole and the vectors of the horizontal velocities at select CORS (see the box titled “Figure 1 from NOS NGS 62”).

    Figure 1 from NOS NGS 62

    Photo: NGS Website
    Photo: NGS website

    Every place on Earth is moving. That includes neighboring marks on the same tectonic plate. What this means is that after the Eulerian motions are removed, the remaining motions left over change the relative differences in coordinates of neighboring marks located on the same tectonic plate. Figures 2 and 3 from the NOS NGS 62 report provide plots of estimates of these remaining velocities (see the boxes titled “Figure 2 from NOS NGS 62” and “Figure 3 from NOS NGS 62.”)

    Figure 2 is a plot of the non-Eulerian motions east of 110° west longitudes. As stated in the report, most of the velocities are less than 2 mm/year. The concept is that the EPP2022 and IVDM2022 models will remove the Eulerian and non-Eulerian movement of the marks.

    Figure 2 from NOS NGS 62

    Image: NGS Website
    Image: NGS website

    Figure 3 is a plot of non-Eulerian vectors west of 110° west longitude. As indicated in the plot, the large vectors in Western California, Western Oregon and Western Washington show areas of deformation near plate boundaries that don’t appear to be adequately captured just from the North American plate rotation.

    Figure 3 from NOS NGS 62

    Image: NGS Website
    Image: NGS website

    It should be noted that the size of the vectors on Figures 2 and 3 depict a different magnitude of movement. Figure 2 depicts vectors at 1-3 mm/year and Figure 3 depicts movement at 10-30 mm/year.

    To better visualize the potential size of the movement, I downloaded the CORS ITRF2014 coordinates and velocities from NGS’s website and compiled the results. See the boxes titled “CORS ITRF 2014 Horizontal Velocities” and “Table of ITRF 2014 Horizontal and Upward Velocities of U.S. CORSs.”

    CORS ITRF 2014 Horizontal Velocities

    Computed Velocities Only (Downloaded Jan. 13, 2022)

    Image: Dave Zilkoski
    Image: Dave Zilkoski

    The box titled “CORS ITRF 2014 Horizontal Velocities” provides the horizontal vectors based on NGS’s file downloaded on Jan.13. Only CORSs designated as operational and computed velocities were included in the plot.

    I have also created a table that includes a summary of the ITRF rates for CORS labeled as part of the United States. The table includes the following information for each State and Territory of the United States:

    1. Number of CORS
    2. Minimum Horizontal Velocity (mm/year)
    3. Maximum Horizontal Velocity (mm/year)
    4. Average Horizontal Velocity (mm/year)
    5. Minimum Upward Velocity (mm/year
    6. Maximum Upward Velocity (mm/year),
    7. Average Upward Velocity (mm/year).

    See the table below.

    Table of ITRF 2014 Horizontal and Upward Velocities of U.S. CORSs

    Computed Velocities Only (Downloaded Jan. 13, 2022)

    Highlighted Territories are not on the North American Plate (GU, HI, PR, and VQ) and higlighted States are partly inside or close to the boundary of the North American Plate and another tectonic plate (AK, CA, OR, WA).
    Highlighted territories are not on the North American plate (GU, HI, PR, and VQ), and highlighted states are partly inside or close to the boundary of the North American plate and another tectonic plate (AK, CA, OR, WA).

    The highlighted territories in the table are not on the North American plate (GU, HI, PR and VQ), and the highlighted states are partly inside or close to the boundary of the North American plate (CA, OR, WA). This is one of the reasons why their minimum and maximum horizontal velocity values are different from most of the other states’ values.

    To visualize the relative differences in horizontal velocities between neighboring CORSs, I plotted the ITRF 2014 Horizontal Velocities for CORSs located in North Carolina (see the box titled “CORS ITRF 2014 Horizontal Velocities in North Carolina”). Looking at the figure, it’s obvious that all of the velocities are around 14 mm/year and moving in the same direction.

    CORS ITRF 2014 Horizontal Velocities in North Carolina

    Computed Velocities Only (Downloaded Jan. 13, 2022)

    Photo: Dave Zilkoski
    Screenshot: Dave Zilkoski

    I plotted the horizontal velocities for Missouri to provide an example of the velocities in the central region of the conterminous United States. The magnitude of the velocities is similar to that for North Carolina, but the direction of the vector is slightly different. North Carolina’s average horizontal velocity is 14.1 mm/year and Missouri’s average horizontal velocity is 14.6 mm/year.

    CORS ITRF 2014 Horizontal Velocities in Missouri

    Computed Velocities Only (Downloaded Jan. 13, 2022)

    Image: Dave Zilkoski
    Image: Dave Zilkoski

    To emphasize the differences along the boundaries of the tectonic plates, I’ve included a plot of the CORS ITRF 2014 horizontal velocities for the State of Oregon and a plot of the states along the West Coast of the United States. See the boxes titled “CORS ITRF 2014 Horizontal Velocities in Oregon” and “CORS ITRF 2014 Horizontal Velocities Along West Coast of CONUS.” As indicated in the plot, there are significant changes in horizontal velocities near the Oregon coast. The values decreased by about 10 mm/year from the inland CORS to the CORS along the coast.

    CORS ITRF 2014 Horizontal Velocities in Oregon

    Computed Velocities Only (Downloaded Jan. 13, 2022)

    Image: David Zilkoski
    Image: Dave Zilkoski

    The plot of the CORS ITRF 2014 Horizontal Velocities Along West Coast of CONUS clearly indicates the change in magnitude the closer the CORS are to the Pacific and Juan de Fuca plates.

    CORS ITRF 2014 Horizontal Velocities Along West Coast of CONUS

    Computed Velocities Only (Downloaded Jan. 13, 2022)

    Image: David Zilkoski
    Image: Dave Zilkoski

    For completeness, I’ve also included a plot of the horizontal velocities for Alaska.

    CORS ITRF 2014 Horizontal Velocities in Alaska

    Computed Velocities Only (Downloaded Jan. 13, 2022)

    Image: David Zilkoski
    Image: Dave Zilkoski

    To better visualize the horizontal and upward velocities of CORS among states, I plotted the average horizontal and upward velocity value for each state based on that states’ CORS. See the box titled “Average Velocities by State.”

    Average Velocities by State

    Image: David Zilkoski
    Image: Dave Zilkoski

    I also computed an average horizontal velocity value based on CONUS CORS east of 110° west longitude (denoted here as a regional horizontal velocity value). [I used the CORSs east of 110° west longitude to be consistent with NGS’s Figure 2 in NOS NGS 62.]

    The box below summarizes the average horizontal motion for each state. The table provides:

    1. The Number of CORS East of 110° West Longitude
    2. Average Horizontal Velocity (mm/year)
    3. Average Horizontal Velocity minus Regional Horizontal Velocity (mm/year).

    This provides an estimate of the variation of the relative horizontal motion between States.

    Table of ITRF 2014 Horizontal Velocities minus Regional Velocity of U.S. CORS East of 110° West Longitude

    Image: David Zilkoski
    Table only includes CORS East of 110° West Longitude (Image: Dave Zilkoski)

    The box titled “Horizontal Velocities in NC Minus Average Velocity” depicts the resulting horizontal velocities with an average velocity removed (the average velocity was based on NC CORS only) for all CORS in North Carolina. As one can see from the plot, most of the resulting horizontal velocities are less than 1 mm/year, but they are still not zero. Once again, this is only meant to provide an idea of the size of the relative vectors between CORS in North Carolina.

    As indicated in the NOS NGS 62 report, these horizontal velocities will be small, but they will not be zero. Hence the reason that NGS needs to provide models and tools for users to be able to transform coordinates between the four national frames (NATRF, PATRF, CATRF and MATRF) and the International Terrestrial Reference Frame (ITRF), as well as to estimate coordinates at epochs different from the survey observation epoch by accounting for movement within the reference frame. Surveyors in California have been dealing with these types of movements for many years now.

    Horizontal Velocities in NC Minus Average Velocity

    (Downloaded Jan. 13, 2022)

    Image: David Zilkoski
    Image: Dave Zilkoski

    I plotted the ITRF 2014 upward velocity values of the CORS in North Carolina to depict an estimate of the vertical movement of the CORS in North Carolina. See the box below. The vertical velocities values are much less than the horizontal velocities, but they still are not zero. A future column will address the upward velocities based on the ITRF 2014 rates and crustal movement models.

    CORS ITRF 2014 Upward Velocities in North Carolina

    (Downloaded Jan. 13, 2022)

    Image: Dave Zilkoski
    Image: Dave Zilkoski

    This column explained why it is important to account for movement of marks everywhere and not just in areas influenced by active crustal movement due to earthquakes such as in Southern California. It provided information about the CORS rates of movement based on NGS’s ITRF2014 coordinates and velocity information. It highlighted NGS’s reports that describe models that will facilitate users transferring coordinates between reference frames and dealing with intra-frame movement between marks based on survey performed at different epochs. This is not just a horizontal positioning issue.

    A future column will address estimates of vertical velocities in the new, modernized NSRS.

  • A guide to the latest Beta NGS Map

    A guide to the latest Beta NGS Map

    On Nov. 9, the National Geodetic Survey (NGS) announced the release of a new Beta NGS Map. This web application allows users to view multiple datasets that are useful to anyone planning or performing a survey project, or anyone that’s just looking for NGS marks.

    The map enables users to access NGS datasheets, OPUS Shared Solutions, and the NOAA CORS Network. It also provides a measuring tool, multiple basemaps, and the ability to export data.

    I recently used this tool on my iPhone to locate marks when I was traveling. It’s an amazing tool that is easy to navigate, and a useful tool for identifying marks to be included in a project.

    The NGS homepage provides a link to the Beta NGS Map (see below).

    Image: NGS Website
    Image: NGS Website

    When you first click on the NGS Map link a short narrative appears that provides a brief set of instructions on how to use the map (see below). There’s a box that you can check so that the narrative will not appear every time you access the site. It’s important to note that the data for the CORS and OPUS Shared results are updated monthly. This could be an issue in some instances, therefore users should always check the NGS website for the latest information for the NOAA CORS Network or OPUS Shared map.

    Sample map of Denver region. (Image: NGS website)
    Beta NGS Map. (Image: NGS website)

    After you click OK at the bottom right of the page, a sample map will appear.

    Sample map of Denver region. (Image: NGS website)
    Sample map of Denver region. (Image: NGS website)

    The map allows the user to type in a location (geographic location, CORS Site ID, OPUS PID, Datasheet PID or Datasheet Name) to start a search. See the “Waxhaw, North Carolina, Region” map as an example of entering a geographic location.

    Waxhaw, North Carolina, Region. (Image: NGS Website)
    Waxhaw, North Carolina, Region. (Image: NGS Website)

    The bottom navigation bar has eight buttons.

    List of buttons at the bottom of the map. (Image: Dave Zilkoski)
    List of buttons at the bottom of the map. (Image: Dave Zilkoski)

    When clicked, a window pops up providing information about that particular button. (For example, see “Map with Legend Information” below.) The legend will include all layers that have been selected. In my example, the datasheet layer was the only layer I had selected (see “Map with Layer Information”.)

    Map with legend information. (Image: NGS Website highlighted by Dave Zilkoski)
    Map with legend information. (Image: NGS Website highlighted by Dave Zilkoski)
    Photo:Map with layer information. (Image: NGS Website highlighted by Dave Zilkoski)
    Map with layer information. (Image: NGS website highlighted by Dave Zilkoski)

    When the user clicks on a symbol, a box will appear with information about the mark. See “Information for Station UNN 12” below.

    Information for Station UNN 12. (Image: NGS Website)
    Information for Station UNN 12. (Image: NGS Website)

    The box contains information from the NGS datasheet as well as a link to the actual NGS database. A nice feature of this webtool is that it provides a link to NGS’s Beta Passive Mark webtool. My October 2020 Survey Scene column highlighted the features of the NGS’s Passive Mark tool. The box captioned “Passive Mark Page for Station UNN 12” is an example of the tool. I’ve highlighted several items important to individuals planning surveys, such as the mark’s coordinates, datums and source, and the Orthometric Height residual (the difference between the estimated geoid height and the modeled hybrid geoid height).

    Passive Mark Page for Station UNN 12. (Image: NGS Website)
    Passive Mark Page for Station UNN 12. (Image: NGS website)

    Another great feature is that the user can click on the Mark Recovery link to provide the latest recovery information for a mark (see the box titled “Mark Recovery Link for Station UNN 12 “).

    Mark Recovery Link for Station UNN 12. (Image: NGS website)
    Mark Recovery Link for Station UNN 12. (Image: NGS website)

    When a user clicks on the More info link for the Recovery Mark option, a Mark Recovery Form is provided for the user to enter the recovery information for the mark. The routine fills in the fields based on the current data in NGS’s database (see the box titled “Mark Recovery Form for Station UNN 12”). The user can enter changes or new information about the mark. This information is very important to users planning surveys. Just because a mark has been occupied by GNSS in the past doesn’t mean that it’s still a good station for occupation by GNSS. The environmental conditions around the mark could have changed since the last time it was occupied; for example, new buildings and/or growth of trees may now obstruct the GNSS signals.

    Mark Recovery Form for Station UNN 12. (Image: NGS website)
    Mark Recovery Form for Station UNN 12. (Image: NGS website)

    As previously stated, the NOAA CORS Network is one of the layers available. The box titled “Map of NOAA CORS Network in the North Carolina Region” depicts the locations of the NOAA CORS in North Carolina. The layer list provides some of the attributes of the CORS, such as the sampling rate and which GNSS signal are collected at the site.

    Map of NOAA CORS Network in the North Carolina Region. (Image: NGS website)
    Map of NOAA CORS Network in the North Carolina Region. (Image: NGS website)

    When a user clicks on a specific CORS, a box appears with information for that particular CORS. I’ve highlighted several items in the box titled “Information on CORS Site ID NC77.” In my example, CORS NC77 collects GPS, Galileo,and GLONASS data. Also, users can obtain long-term and short-term plots of the CORS.

    Once again, this feature is important to users planning and performing GNSS survey projects. As in the other features, clicking on the More Info link will bring up the plots. The plots for CORS NC77 are provided in the boxes titled “Long-Term Plot Information on CORS Site ID NC77” and “Short-Term Plot Information on CORS Site ID NC77” below.

    Information on CORS Site ID NC77. (Image: NGS Website)
    Information on CORS Site ID NC77. (Image: NGS website)
    Long-Term Plot Information on CORS Site ID NC77. (Image: NGS website)
    Long-Term Plot Information on CORS Site ID NC77. (Image: NGS website)

    In the short-term plot, the red line is the published position, and the green hashed area is the tolerance of the NGS position, that is +/- 2 cm horizontal and +/–4 cm vertical. All the error bars are 1 sigma values. This information is useful when selecting NOAA CORS to be included in a survey project.

    The short-term plot contains the mean, standard deviation and RMS values for the north, east and up components of the site. When planning a GNSS project, users typically identify several NOAA CORS to be included in the project. However, not all CORS are equal.

    I evaluate CORS using the following criteria:

    1. Designated as “operational”
    2. Computed (i.e., measured) velocities rather than modeled (i.e., predicted) velocities.
    3. “Consistent” data depicted in short-term time-series plots.
    4. Network accuracies ~1 to 1.5 cm horizontally and less than ~2 to 3 cm in ellipsoid height.

    Clicking on the More Info button for Site Info of NC77 provides a webpage where most of this information can be obtained.

    Before conducting any post-processing, the analyst should ensure that all CORS included in the project have data for all of the occupations and that the station’s short-term plots indicate stability.

    Short-Term Plot Information on CORS Site ID NC77. (Image: NGS website)
    Short-Term Plot Information on CORS Site ID NC77. (Image: NGS website)

    Tool buttons are situated in the top right section of the map. Included are a measurement tool to measure distances between marks and areas, a bookmarks tool to zoom to areas, and a basemaps tool to change the basemap. See the box titled “Useful Tools.”

    Useful tools. (Image: NGS website)
    Useful tools. (Image: NGS website)

    Some users may find the measurement tool helpful when planning a survey. The box titled “Using the Measurement Tool” is an example of measuring the distance between two stations.

    Using the measurement tool. (Image: NGS website)
    Using the measurement tool. (Image: NGS website)

    The last item that I’d like to highlight is that on Nov. 18, NGS has officially extended the GPS on Bench Marks campaign’s cut-off date for one year until December 31, 2022. See the box titled “NGS GPS on Bench Marks Notice.”

    NGS GPS on Bench Marks Notice. (Image: NGS website)
    NGS GPS on Bench Marks Notice. (Image: NGS website)

    NGS is anticipating that this extra time will allow users to provide additional GPS on Bench Marks data using the recently released beta version of OPUS Projects 5.0.

    OPUS Projects 5.0 enables users to incorporate their RTK and RTN observations and post-processed vendor data using the GNSS Vector eXchange file format (GVX). My October 2018 Survey Scene column described NGS’s GPS on Bench Mark program, and my October 2021 Survey Scene column described NGS’s Beta OPUS Projects 5.0.

    As stated in the NGS news release, this extension reflects NGS’ commitment to include as much data as possible in determining the Reference Epoch Coordinates (REC) that will be used to create the Transformation Tools to be released with the Modernized NSRS.

    I encourage everyone to try the new Beta NGS Map. As in all of NGS beta products, NGS would like users to try the tools and provide feedback on what they liked and what they didn’t like. They are trying to develop tools useful to everyone, but that won’t be possible unless they hear from users.