Tag: IFDM2022

  • Plate tectonics and NGS’s new NSRS terrestrial reference frames

    Plate tectonics and NGS’s new NSRS terrestrial reference frames

    The adoption of the new, modernized National Spatial Reference System (NSRS) is rapidly approaching, with official implementation now expected in the first quarter of 2027.

    One of the most common questions I receive during presentations is: How will the National Geodetic Survey (NGS) account for plate tectonics in the modernized NSRS, and what does that mean for my geospatial products and services?

    First, I have some very sad news to share.


    Dr. Chris Pearson
    Dr. Chris Pearson

    Our friend and colleague, Dr. Chris Pearson, unexpectedly passed away while in Cape Town attending the May 2026 International Federation of Surveyors (FIG) conference. At the time, he was serving as a Geodetic Advisor for Trimble and as co-chair of FIG Commission 5.2.

    Chris previously worked for the National Geodetic Survey (NGS) as a Geodetic Advisor, where he played a key role in developing the comprehensive block model of crustal deformation — widely known as HTDP — across the western United States, including Alaska.

    He was an active and respected member of several professional organizations and will be greatly missed by the entire geodetic and surveying community.


    Now, let’s discuss how the National Geodetic Survey (NGS) will handle plate tectonics in the modernized National Spatial Reference System (NSRS) and what this will mean for users’ geospatial products and services.

    Map of tectonic plates (Image: Dave Zilkoski)

    Plate tectonics is the scientific theory that describes how Earth’s outer shell, known as the lithosphere, is divided into large, rigid pieces called tectonic plates. These plates float atop the hotter, more ductile rock in the mantle below and move very slowly — roughly at the same rate as your fingernails grow, about 1 to 10 centimeters per year.

    So why does plate tectonics matter for geodetic coordinates? Because the most significant geological activity — including earthquakes, volcanic eruptions, and crustal deformation — occurs primarily at the boundaries where these plates interact.

    My last newsletter highlighted several activities by the North Carolina 2022 Reference Frame Working Group (NC RFWG) that are addressing this issue and other challenges related to the implementation of the new NSRS.

    During my presentations on the modernized NSRS, I always show the National Geodetic Survey (NGS) maps that illustrate the approximate horizontal and vertical changes expected when the new Terrestrial Reference Frames (TRFs) are adopted, with coordinates referenced to epoch 2020.00. These maps provide a high-level (“30,000-foot”) overview of the anticipated changes. However, they do not include the level of detail that many users are looking for.

    Participants at these seminars and meetings consistently want to know the expected coordinate differences for their specific state or local region, and how the time-dependent components will impact their work.

    Most geospatial users now understand that International Terrestrial Reference Frame (ITRF) coordinates include a velocity component caused by tectonic plate movement. To manage these changing coordinates, the National Geodetic Survey (NGS) plans to incorporate time-dependent modeling. NGS has developed two key models — EPP2022 and IFDM2022 — to make time-dependent geodetic control practical and usable.

    • EPP2022 (Euler Pole Parameters) describes the rigid rotation of tectonic plates.
    • IFDM2022 (Intra-Frame Deformation Model) computes the internal deformation and drift within a tectonic plate.

    As shown in the figure below, the NOAA CORS Network station COLA in Columbia, South Carolina — located on the North American Plate — is moving at approximately 0.05 feet (14 mm) per year.

    This velocity is provided on the published ITRF2020 position and velocity data for the station  (NGS CORS Position and Velocity Sheet for COLA).  As a result, a surveyor working in June 2026 would observe a shift of about 0.3 feet in the ITRF2020 horizontal coordinates compared to the 2020.00 reference epoch, solely due to tectonic plate motion.


    Motion due to plate movement (rates per year) – based on ITRF2020 velocity rates

    Image: Dave Zilkoski
    (Image: Dave Zilkoski)

    The National Geodetic Survey (NGS) provides detailed information for all NOAA CORS Network (NCN) stations on the NGS NCN Station Pages

    In the section titled “Coordinates and Velocities”, simply click the Position and Velocity button to view the station’s ITRF2020 coordinates and velocities (referenced to epoch 2020.00), as well as the NAD 83 (2011) coordinates and velocities (referenced to epoch 2010.00).


    NGS CORS position and velocity sheet for COLA

    NGS CORS position and velocity sheet for COLA

    So, what does this mean for users?

    As previously mentioned, the National Geodetic Survey (NGS) is expected to adopt the new modernized NSRS in the first quarter of 2027. The figure below shows the change in ITRF2020 coordinate values between epoch 2020.00 and 2027.00 for NOAA CORS Network (NCN) stations in South Carolina. This shift of approximately 0.33 feet (10 cm) is the result of seven years of tectonic plate motion.


    ITRF2020, Epoch 2020 to ITRF2020, Epoch 2027 (units ift)

    ITRF2020, Epoch 2020 to ITRF2020, Epoch 2027 (units ift) Image: Dave Zilkoski
    Image: Dave Zilkoski

    That said, what will the change in NATRF2022 coordinate values be between epoch 2020.00 and 2027.00?

    This is where NGS’s EPP2022 and IFDM2022 models become essential. My February 2022 and July 2024 GPS World newsletters discussed the Euler Pole Parameters (EPP) process in detail.

    The Beta NATRF2022 website provides the Euler Pole Parameters (EPP) needed to define the relationship between ITRF2020 and the new NATRF2022 frames for the North American, Caribbean, Pacific, and Mariana plates, as outlined in NGS’s Blueprint Part 1 document. The values in the table have proven especially useful to programmers developing and testing their software.


    Beta Values for EPP

    Beta Values for EPP (Image: NGS)
    (Image: NGS)

    As stated in Blueprint Part 1, the National Geodetic Survey (NGS) will define the official relationship between ITRF2020 and the four NSRS Terrestrial Reference Frames (TRFs) through Equation 59. This equation uses the rotation matrix provided in Equation 58, which results in Equation 60.

    See the box titled “Official Relationship Between ITRF2020 and the Four NSRS TRFs” for the equations.


    Official relationship between ITRF2020 and the four NSRS TRFs

    Official relationship between ITRF2020 and the four NSRS TRFs (Image: NGS Blueprint pt. 1)
    (Image: NGS Blueprint pt. 1)

    So, what does this mean for surveyors?

    The primary purpose of the EPP2022 model is to remove the rigid tectonic plate motion from the coordinates. After applying the EPP2022 model to the ITRF2020 coordinates at epoch 2027.00, the resulting NATRF2022 horizontal coordinates for station COLA (epoch 2027.00) will change by only 0.04 feet (12 mm).


    EPP applied

    NATRF2022, Epoch 2020 to NATRF2022, Epoch 2027 in SC (units ift)

    Image: Dave Zilkoski
    Image: Dave Zilkoski

    As shown in the figure, the EPP2022 model removes most of the horizontal movement caused by seven years of tectonic plate motion — reducing it to just 0.04 feet (1.2 cm) at station COLA. In other words, the EPP model effectively removes the vast majority of plate tectonic effects.

    Additionally, the plot shows that the relative horizontal differences between nearby marks are very small — typically less than 0.01 feet (0.3 cm).

    As previously mentioned, the NGS maps provide a high-level (“30,000-foot”) view of the expected changes between the current NSRS and the new modernized NSRS. So, what are the anticipated differences between NAD 83 (2011) and NATRF2022 specifically in South Carolina?

    The figures below illustrate the differences in both horizontal position and ellipsoid heights between NAD 83 (2011) and NATRF2022 coordinates across South Carolina.


    NAD83 (2011), Epoch 2010 to NATRF2022, Epoch 2020 Horizontal Changes in SC (Units ift)


    NAD83 (2011), Epoch 2010 to NATRF2022, Epoch 2020 Ellipsoid Height Changes in SC (Units ift)


    The magnitude of these changes varies depending on your location. To illustrate this, I’ve provided two additional examples: one for Iowa and one for Washington State. As the plots clearly show, the differences in these states are noticeably different from those depicted for South Carolina.


    NAD83 (2011), Epoch 2010 to NATRF2022, Epoch 2020 Horizontal Changes (Units ift)


    That said, the differences between NATRF2022 at epoch 2020.00 and epoch 2027.00 in Iowa and Washington State — after applying the EPP2022 model — are very similar to the values shown for South Carolina.

    However, readers should note that the differences in Washington State increase as you move toward the coast. This is because the area lies near the boundary between the North American Plate and the Pacific Plate. The Juan de Fuca Plate, a small microplate in the eastern North Pacific, is also actively involved in this region.

    (See the box titled “Juan de Fuca Plate.”)


    NATRF2022, Epoch 2020 to NATRF2022, Epoch 2027 (units ift)EPP Applied


    Juan de Fuca Plate

    The Juan de Fuca plate or Juan de Fuca microplate is a small oceanic tectonic plate (microplate) generated from the Juan de Fuca Ridge that is subducting beneath the northerly portion of the western side of the North American plate at the Cascadia subduction zone.

    Image: Dave Zilkoski
    Image: Dave Zilkoski

    What about orthometric height changes in the new NSRS?

    As an example, the orthometric height differences between NAPGD 2022 and NAVD 88 in South Carolina are expected to range from approximately -0.8 feet to -1.3 feet.


    Difference between NAPGD2022 and NAVD 88 (Units ift) in S.C.

    Image: Dave Zilkoski
    Image: Dave Zilkoski

    The differences between NAPGD 2022 and NAVD 88 vary significantly depending on your location. The figures below illustrate these orthometric height differences for Iowa and Washington State as examples.


    Difference between NAPGD2022 and NAVD 88 (Units ift)

    The new NSRS will use a gravimetric geoid (GEOID2022) rather than a hybrid geoid (GEOID18) to compute GNSS-derived orthometric heights.

    During my presentations, I always remind participants that a hybrid geoid is not a “true” geoid. It is simply a transformation model that converts ellipsoid heights in one reference frame to orthometric heights in a specific vertical datum. Specifically, GEOID18 is a transformation tool that allows users to derive NAVD 88 orthometric heights from NAD 83 (2011), epoch 2010 ellipsoid heights.

    The figure below shows the differences between the gravimetric geoid model GEOID2022 and the hybrid geoid model GEOID18.

    Important note: Users cannot use GEOID18 with NATRF2022 ellipsoid heights to obtain NAVD 88 orthometric heights. Instead, GEOID2022 must be used with NATRF2022 ellipsoid heights to compute orthometric heights in the new vertical datum, NAPGD 2022.


    Differences between GEOID2022 and GEOID18 in SC (Units ift)

    As noted at the outset of this newsletter, the transition to the modernized National Spatial Reference System (NSRS) is rapidly approaching, with official implementation scheduled for the first quarter of 2027.

    The National Geodetic Survey (NGS) released the following announcement on May 28, 2026:

    Public Testing Period Ends for Key NSRS Modernization Products

    NGS has declared the following products stable and ready for implementation planning and integration activities ahead of the official release:

    • North American-Pacific Geopotential Datum of 2022 (NAPGD2022)
    • New Terrestrial Reference Frames of 2022:
      • North America (NATRF2022)
      • Pacific (PATRF2022)
      • Caribbean (CATRF2022)
      • Mariana (MATRF2022)
    • State Plane Coordinate System of 2022 (SPCS2022)

    Additional modernization products, including NCAT, OPUS, and the Data Delivery System, are scheduled for release later in 2026.

    NGS news


    Public testing period ends on specific NSRS modernization products

    Image: NOAA

    Image: NOAA

    This newsletter highlighted the role of the EPP2022 model in accounting for plate tectonics and illustrated the anticipated local differences between the current National Spatial Reference System (NSRS) and the upcoming modernized version.

    Future editions will continue to explore additional NGS Beta products as they are released later in 2026.

  • 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.