Fact-checked by Grok 2 weeks ago

Orthometric height

Orthometric height, denoted as H, is the vertical distance from the —an surface approximating mean —to a point on the Earth's surface, measured along the local plumb line and taken as positive upward from the geoid. This height system provides a physically meaningful measure of that accounts for gravitational variations, distinguishing it from purely geometric heights and enabling applications in , , and establishment where water flow and are relevant. In , orthometric height relates to ellipsoidal height (h), which is the geometric distance above a reference such as that used in NAD 83, through the equation H = h - N, where N is the height or undulation representing the separation between the and the . Unlike ellipsoidal heights directly obtained from Global Navigation Satellite Systems (GNSS) like GPS, orthometric heights cannot be measured directly and are instead determined via spirit leveling combined with gravity observations to compute geopotential numbers, often using corrections such as the Helmert orthometric method that incorporates average gravity along the plumb line and an assumed crustal density. The practical implementation of orthometric heights underpins national vertical datums, such as the North American Vertical Datum of 1988 (NAVD 88, to be replaced by the North American-Pacific Geodetic Datum of 2022 as part of the National Spatial Reference System modernization in 2025 or 2026) in the United States, which was established through over 625,000 kilometers of leveling tied to a single at Pointe au Père, , with typical local leveling precisions of about ±3 cm between benchmarks. In modern GNSS surveying, orthometric heights are derived by transforming GPS-measured ellipsoidal heights using models like GEOID18 or later iterations from the National Geodetic Survey, with guidelines recommending baselines under 10 km for local accuracies of 2–5 cm at 95% confidence and geoid differences below 1 cm over 20 km. This integration enhances efficiency in engineering, mapping, and flood modeling by bridging geometric satellite data with gravity-informed elevations.

Basic Concepts

Definition

Orthometric height, denoted as H, is the vertical distance from the to a point on the Earth's surface, measured along the local plumb line in the direction of . This measurement provides a gravity-related reference that aligns with the physical direction of downward force at any location. The serves as the reference surface for orthometric heights and is defined as the surface of the Earth's that best approximates global mean in a least-squares sense. As an surface, the represents a level where is constant, closely coinciding with the undisturbed ocean surface extended under landmasses. This makes orthometric height particularly meaningful for applications involving , as it accounts for local variations in strength due to the Earth's irregular mass distribution. For instance, at points on the geoid itself—such as mean sea level—orthometric height is zero (H = 0), while on mountaintops, it indicates the above this , reflecting the accumulated gravitational effect along the plumb line. In contrast to geometric measures like ellipsoidal height, orthometric height integrates the of the for a more physically intuitive vertical coordinate.

Comparison to Other Height Types

Orthometric height, denoted as H, represents the distance above the measured along the plumb line, providing a physically meaningful tied to Earth's field. In contrast, ellipsoidal height, denoted as h, is the geometric distance from a reference —such as the GRS 80 used in NAD 83—to the point of interest, measured perpendicular to the surface. This height is directly obtainable from Global Navigation Satellite Systems (GNSS) like GPS, offering high precision in three-dimensional positioning without requiring data. The fundamental relationship linking these heights is h \approx H + N, where N is the undulation, representing the separation between the and the reference , which can vary by tens of meters globally. One key advantage of orthometric height over ellipsoidal height lies in its alignment with intuitive concepts of "elevation above sea level," as it follows the direction of gravity and references the equipotential surface approximated by mean sea level, making it essential for applications like flood modeling and construction. Ellipsoidal heights, while geometrically consistent and globally applicable, lack this physical basis and often require correction via geoid models to yield practical elevations; for instance, in New York City, where the geoid undulation N \approx -32 m, an uncorrected ellipsoidal height would underestimate true orthometric elevation by about 30 meters. This geometric nature renders ellipsoidal heights unsuitable as direct substitutes for orthometric ones in gravity-dependent contexts, though they enable efficient hybrid determination when combined with gravimetric data. Normal height, denoted as H^*, closely resembles orthometric height but is defined using the normal gravity field of a reference rather than the actual, irregular field. Specifically, H^* = C / \gamma, where C is the number and \gamma is the average normal along the ellipsoidal normal, avoiding the need for direct measurements of terrain-induced variations. This makes normal heights simpler to compute in regions with sparse data, as they rely on theoretical models like those from the GRS 80 , but they introduce approximations that can lead to discrepancies of up to several centimeters compared to orthometric heights, particularly in areas with significant . Orthometric heights, by incorporating observed (e.g., via Helmert's ), achieve higher fidelity to the true , with accuracies around ±3 cm in modern systems like NAVD 88. Dynamic height, denoted as H_d, is another potential-based system, computed as H_d = C / \gamma_{45}, where \gamma_{45} is the at ° latitude, scaling the to define surfaces suitable for . Unlike orthometric height, which uses local actual for a more general reference, dynamic height is optimized for and , such as maintaining consistent water levels across the in the International Great Lakes Datum of 1985 (IGLD 85). The differences arise from the fixed gravity in dynamic heights, which can introduce corrections of up to 0.2 meters in non-equatorial regions like , emphasizing its specialized role over the broader applicability of orthometric heights.
Height TypeReference SurfaceMeasurement BasisKey Relation to Orthometric HPrimary Advantage
Ellipsoidal (h)Reference ellipsoidGeometric (GNSS)h \approx H + NDirect GNSS compatibility
Normal (H^*)TelluroidNormal gravityH^* \approx H (with corrections)Simpler computation, no local gravity needed
Dynamic (H_d) (scaled)GeopotentialH_d = C / \gamma_{45}, related via CSuited for hydraulic and oceanographic uses

Theoretical Foundation

The Geoid and Gravity Potential

The is defined as the surface of the Earth's where the potential W equals a constant value W_0, which approximates the mean . This surface represents the shape that the ocean would take under the influence of and Earth's alone, without , currents, or atmospheric effects, and it serves as the level for orthometric heights measured along the plumb line. The potential W is the sum of the V, arising from the Earth's mass distribution, and the centrifugal potential \phi, due to the planet's rotation. This combined potential governs the behavior of the field, with W being constant on surfaces like the . The plumb line, which defines the local vertical direction, follows the vector \mathbf{g} = -\nabla [W](/page/Gradient), the negative of W. Variations in the Earth's field stem from uneven mass distribution in and core, the centrifugal effects of rotation that are strongest at the , and topographic features like mountains and ocean trenches that alter local mass concentrations. These irregularities cause the to undulate relative to a smooth reference , with undulations N typically ranging from about -100 meters to +100 meters globally. Conceptually, undulations appear as a wavy surface: positive values indicate regions where the lies above the , often over ocean basins due to lower mass, while negative values occur where it dips below, such as over continental interiors with denser crustal material. This irregular shape underscores the 's role in accurately representing the Earth's non-uniform gravitational pull.

Mathematical Definition

The orthometric height H of a point P above the is rigorously defined as the quotient of the gravity potential difference between the and the point divided by the mean value of along the plumb line connecting them: H = \frac{W_0 - W_P}{\bar{g}}, where W_0 is the constant gravity potential on the , W_P is the gravity potential at P, and \bar{g} is the \bar{g} = \frac{1}{H} \int_{\text{[geoid](/page/Geoid)}}^{P} g(s) \, ds along the plumb line path parameterized by s. This definition arises from the fundamental gravimetric equation \nabla W = -\mathbf{g}, where \mathbf{g} is the ; integrating the scalar form along the plumb line from the to P yields the potential difference W_0 - W_P = \int_{\text{[geoid](/page/Geoid)}}^{P} g(s) \, ds, and dividing by the ensures H represents the effective consistent with the potential change. The use of \bar{g} specifically accounts for the decrease in with due to the and free-air gradient (approximately 0.3086 mGal/m), providing a physically meaningful that aligns the geometric path length with the framework. For small heights where gravity variations are minor, an approximation substitutes standard gravity g_0 (typically 9.806 m/s²) for the mean: H \approx \int_{\text{geoid}}^{P} \frac{g(s)}{g_0} \, ds = \frac{1}{g_0} \int_{\text{geoid}}^{P} g(s) \, ds = \frac{W_0 - W_P}{g_0}. This simplifies computation when detailed gravity profiles are unavailable but introduces errors on the order of 0.1–0.2 meters per kilometer of height compared to the rigorous form. In practice, spirit leveling provides height differences that approximate orthometric heights, but requires small orthometric corrections to account for variations and the of surfaces over distance. These corrections are typically on the order of 0.7–1.2 mm per km of height difference and accumulate over long leveling lines.

Determination Methods

Spirit Leveling

Spirit leveling, also known as differential leveling, is a traditional terrestrial for determining orthometric heights by directly measuring height differences between established along a survey route. The process employs a precise level , such as a tilting or automatic level, mounted on a stable , and a graduated leveling rod held vertically at each or turning point. Surveyors set up the at intermediate stations, take backsight readings to the rod at the known point, and foresight readings to the rod at the next point, computing the difference as the difference between these readings after adjusting for instrument . These differences are accumulated along the path to establish relative orthometric heights, with the network tied to a reference datum, often a , to provide absolute values. The measurements from spirit leveling primarily capture geometric height differences along quasi-horizontal lines defined by the instrument's , which approximate surfaces only under the assumption of constant . To derive true orthometric heights, which represent the along the plumb line from the to the Earth's surface, an orthometric correction is applied to account for variations in and the non-parallelism of surfaces, particularly in regions with significant topographic . This correction integrates data observed at the benchmarks to adjust the leveled heights, ensuring they reflect the differences consistent with the orthometric definition. Spirit leveling is classified by , with leveling providing the highest precision at less than 0.5 mm per km (specifically, a of ±0.5 mm × √K, where K is the distance in km), suitable for primary national networks, and second-order leveling achieving about 1 mm per km (±1.0 mm × √K). These standards are maintained through double-run procedures, strict , and checks on loops to detect and minimize errors. First- and second-order surveys form the backbone of vertical control networks, with equipment like rods and micrometers used to meet these tolerances. Despite its precision, spirit leveling is labor-intensive, requiring teams to traverse routes on foot or by vehicle, which limits its feasibility in rugged or remote . Errors can arise from , instrument collimation instabilities, and environmental factors like temperature gradients causing rod scale variations, while the method assumes negligible plumb line deflections over short distances but necessitates corrections for longer routes. Additionally, network distortions can occur due to crustal movements, prompting periodic releveling. Historically, the U.S. National Geodetic Vertical Datum of (NGVD 29) was established through over 106,000 km of first- and second-order spirit leveling across 246 closed circuits and 25 connections, referenced to mean at 26 gauges, forming a foundational orthometric height system.

GNSS-Derived Heights

Global Navigation Satellite Systems (GNSS), such as GPS, directly measure ellipsoidal heights (h) relative to a reference through satellite ranging techniques. These geometric heights represent the distance from the Earth's surface to the along , providing three-dimensional positioning with high precision under favorable conditions. To obtain orthometric heights (H), which approximate heights above mean along the plumb line, GNSS-derived ellipsoidal heights are converted using the relation H = h - N, where N is the geoid undulation representing the separation between the and the . Gravimetric geoid models like EGM2008, developed by the (NGA) and , compute N globally from gravity data and terrestrial measurements, achieving sub-meter accuracy in many regions for this conversion. Hybrid models, such as the U.S. National Geodetic Survey's (NGS) GEOID18, enhance precision by incorporating GNSS/levelling data to fit national vertical datums like NAVD 88, with resolutions up to 1 arc-minute and accuracies improved to decimeter levels in well-surveyed areas. Accurate geoid undulation grids are essential, often interpolated from model files using software tools for point-specific values. As of 2025, the NGS is modernizing the National Spatial Reference System (NSRS), replacing NAVD 88 with the North American-Pacific Datum of 2022 (NAPGD2022) and introducing GEOID2022 for improved orthometric height determination, with full implementation expected in 2025-2026. The process typically employs kinematic (RTK) GNSS for instantaneous positioning or post-processing with networks like Continuously Operating Stations (CORS) to achieve centimeter-level accuracy in ellipsoidal heights over short baselines (less than 10 km), enabling orthometric heights at similar precision when paired with reliable models. For instance, NGS guidelines (NGS 58) support 2 cm (95% confidence) standards for orthometric height differences in compliant surveys. Challenges in GNSS-derived orthometric heights include geoid model errors, which can reach 1-2 meters in regions with sparse gravity coverage, such as remote or oceanic areas, limiting overall accuracy despite precise GNSS measurements. Additional errors arise from atmospheric delays (ionospheric and tropospheric) and multipath effects from signal reflections, which can introduce decimeter biases if not mitigated through dual-frequency receivers or correction models. Hybrid approaches address these by integrating GNSS with traditional spirit levelling to refine local models, reducing systematic discrepancies. Modern advancements involve integrating GNSS with inertial navigation systems () using microelectromechanical systems () inertial measurement units, enabling robust orthometric height estimation in dynamic applications like autonomous vehicles or UAVs, where GNSS outages occur, by fusing data through Kalman filtering for continuous positioning.

Applications and Importance

Vertical Datums

A serves as the reference surface from which orthometric heights are measured, typically defined as mean determined from observations. This reference level establishes a zero-elevation , allowing consistent measurement of heights above or depths below it across a region or globally. In the United States, the North American Vertical Datum of (NAVD 88) exemplifies a national , realized through a leveling network affixed to a single at Pointe-au-Père near , , rather than multiple gauges to minimize inconsistencies. The National Geodetic Survey (NGS) is transitioning from this leveling-based system to a gravimetric model supported by the Gravity for the Redefinition of the American (GRAV-D) project, which collected airborne gravity data to improve accuracy and is now complete as of 2024. Globally, the International Association of Geodesy (IAG) promotes the zero-tide as a standardized reference, where the is computed without permanent tidal effects to ensure consistency in height systems. Ocean-based datums, often tied to local mean s, introduce inconsistencies across countries due to regional sea level variations influenced by ocean dynamics and vertical land motion. Vertical datums are realized through networks of benchmarks, which are physical markers with assigned orthometric heights derived from spirit leveling and integrated with Global Navigation Satellite System (GNSS) observations. These networks undergo periodic adjustments to account for crustal motion, ensuring the datum remains aligned with ongoing geodynamic changes. Future trends emphasize a shift to geoid-based vertical datums, such as the North American-Pacific Geopotential Datum of 2022 (NAPGD2022) developed by NGS, which will define orthometric heights directly from a high-accuracy gravimetric geoid model compatible with GNSS measurements for enhanced global consistency. Beta versions of NAPGD2022 were released in June 2025, with full implementation anticipated in 2025 or 2026. This transition, supported by GRAV-D gravity data, aims to replace legacy leveling-dependent systems like NAVD 88.

Engineering and Mapping

In and , orthometric heights serve as the primary vertical reference for layouts, enabling precise positioning of structures relative to the to account for gravitational effects on stability. They are essential for , such as and , where accurate data ensures proper , load distribution, and modeling to mitigate risks from water accumulation. For instance, GPS-derived orthometric heights are widely used in remote areas to establish vertical control points cost-effectively, achieving accuracies comparable to traditional leveling methods while supporting project phases from to staking. In and geographic information systems (GIS), orthometric heights form the basis for creating topographic maps, digital elevation models (DEMs), and contour lines, which represent elevations above for intuitive visualization. These heights are integrated into GIS platforms to generate layered spatial data for and , ensuring that elevation values align with physical realities rather than abstract ellipsoidal references. Orthometric heights play a critical role in hydrology and environmental applications, providing accurate data for watershed analysis by modeling water flow paths along equipotential surfaces. They are vital for studies and , where elevations relative to the help predict inundation zones and assess risks in dynamic gravitational fields. This reference system supports simulations of influences and routing, informing resilient infrastructure in vulnerable areas. Compared to ellipsoidal or heights, orthometric heights offer advantages in and due to their direct relation to potential, making them intuitive for non-experts interpreting "elevation above sea level" and essential for applications involving like water flow prediction. Unlike ellipsoidal heights, which can deviate significantly from physical water levels, orthometric values ensure reliable modeling of hydraulic gradients without additional corrections. A prominent case is the use of orthometric heights in (FEMA) flood maps, which rely on the North American Vertical Datum of 1988 (NAVD 88) to delineate base elevations and risk zones for and . This application demonstrates how orthometric references enable standardized, gravity-aligned assessments across coastal and inland regions, supporting efforts.

Historical Development

Origins in Geodesy

The concept of orthometric height, which measures elevation relative to a gravity-based reference surface, has roots in ancient where early practices began to quantify relative heights on Earth's irregular surface. In the , of Cyrene calculated the at approximately 40,000 kilometers using observations of the sun's angle at different latitudes, establishing foundational geometric principles for understanding global scale and rudimentary height differences in . Concurrently, Greek scholars like Dicaearchus, , and Xenagoras conducted the earliest known scientific measurements of mountain heights through basic optical and pacing techniques, introducing empirical methods to estimate elevations above local bases. Advancements in gravitational theory during the 17th and 18th centuries provided a physical framework for defining heights in relation to 's mass distribution. Newton's Philosophiæ Naturalis Principia Mathematica (1687) formulated the law of universal gravitation, positing that 's shape is influenced by rotational forces, which set the stage for modeling deviations from a perfect . This was extended by in his Théorie de la figure de la Terre (1743), which mathematically derived the oblate spheroid form of using principles, paving the way for models that approximate the reference for height computations. In the , the emerged as a key reference for orthometric heights, defined as an surface aligned with mean and local gravity. introduced this concept in 1828, describing the geoid as the "mathematical " shaped by , enabling heights to be measured perpendicular to this surface via plumb lines. George Gabriel Stokes advanced this in 1849 with a formula linking anomalies to geoid undulations, allowing theoretical computation of the reference surface from observable data. These developments emphasized gravity's role in vertical measurements, with the plumb line representing the local direction of gravitational force. Orthometric heights gained practical traction in 19th-century triangulation networks, where they were adopted to standardize vertical control and reduce observations for Earth's curvature. Projects like the (1816–1855), spanning from to the , represented a major international effort in horizontal that contributed to the development of integrated geodetic frameworks across national boundaries. A pivotal contribution came from , whose analyses of gravity anomalies in works like Über den Einfluß der Massenanziehung auf die Figur der Erde (1838) refined height definitions by quantifying how local mass variations deflect plumb lines and alter potential differences, influencing the precision of orthometric systems in geodetic computations.

Evolution of Vertical Systems

The development of orthometric height systems began in the with pioneering geodetic leveling efforts. In the United States, the first such project was undertaken by the U.S. Coast and Geodetic Survey along the from 1856 to 1857, establishing initial benchmarks referenced to local mean for elevation measurements. Concurrently, European nations formalized mean sea level datums using tide gauge observations, as debates on stabilizing sea level references for gained traction, leading to national networks like those in and the by the late 1800s. In the early 20th century, these efforts expanded into more systematic national and international frameworks. The U.S. established the National Geodetic Vertical Datum of 1929 (NGVD 29), also known as the Sea Level Datum of 1929, through a general adjustment of leveling data held fixed at mean from 26 tide gauges around the coast, though it did not fully account for regional sea level variations. Internationally, early discussions within the International Union of and Geophysics (IUGG), beginning at its 1924 General Assembly, emphasized connecting European leveling networks and addressed issues like gravity reductions, laying groundwork for unified continental references that culminated in the United European Levelling Network (UELN) in the 1950s. Following , vertical networks underwent significant expansion, with the U.S. and other nations extending leveling lines to cover vast inland areas for improved orthometric control. During this mid-20th century period, geodesists increasingly recognized biases in tide gauge-based datums caused by glacial isostatic adjustment, particularly in northern regions where distorted local references relative to the . By the late 20th century, refinements addressed these limitations through more rigorous adjustments and emerging technologies. The North American Vertical Datum of 1988 (NAVD 88), adopted in 1991, was computed via a minimum-constraint adjustment of the continental leveling network, fixed at a single at Pointe au Père (Father Point), , to better align with the and reduce distortions from multiple gauges. Post-1980s, the integration of Global Navigation Satellite Systems (GNSS), particularly GPS, revolutionized orthometric height determination by combining ellipsoidal heights with geoid models to derive gravity-corrected elevations without extensive leveling. A key advancement in the formalization of orthometric heights occurred in the late 19th and early 20th centuries through the work of Friedrich Robert Helmert, who developed the orthometric correction method around 1900 to account for variations along the plumb line, providing a precise definition for heights relative to the . Entering the , vertical systems shifted toward gravimetric methods for greater accuracy and global consistency. The International Centre for Global Earth Models (ICGEM), established to archive and distribute high-resolution field models, has enabled the computation of precise gravimetric s, such as those from satellite missions like and GOCE, supporting orthometric heights independent of traditional leveling. In the U.S., the National Geodetic Survey (NGS) is implementing the modernization of the National Spatial Reference System (NSRS) as of 2025, including the North American-Pacific Geodetic Datum of 2022 (NAPGD2022), a hybrid system that will replace NAVD 88 by incorporating GNSS observations, airborne data from the Gravity for the Redefinition of the American Vertical Datum (GRAV-D) project, and dynamic reference frames to account for crustal motion and improve epoch-specific heights (full implementation planned for 2025–2026). Global standardization has been advanced by the International Association of Geodesy (IAG), which through initiatives like the Global Geodetic Observing System (GGOS) and resolutions such as the 2015 adoption of a conventional surface (W₀ = 62,636,853.4 m²/s²) for the International Height Reference System (IHRS), promotes unified vertical datums tied to the global . Complementing these, resolutions under the Global Geospatial Information Management (UN-GGIM) framework, including those from 2018, urge member states to connect national vertical datums to international references, facilitate GNSS-geoid integrations, and address changes through collaborative IAG efforts.

References

  1. [1]
    [PDF] Datums, Heights and Geodesy - National Geodetic Survey
    Orthometric height is the height on the surface above the geoid. But we can't measure from the geoid so we use leveling. The NAVD88 is defined from the control ...Missing: authoritative sources
  2. [2]
    None
    Summary of each segment:
  3. [3]
    [PDF] Guidelines for Establishing GPS-Derived Orthometric Heights ...
    Oct 20, 2005 · These guidelines aim for 5 cm network and 2 cm or 5 cm local orthometric height accuracies, with orthometric heights measured from the geoid.Missing: authoritative | Show results with:authoritative
  4. [4]
    [PDF] NOAA Technical Memorandum NOS NGS 59
    Mar 26, 2008 · 262-282. Page 15. GPS-Derived Orthometric Height Guidelines—26 March 2008. 11. Appendix A: Definitions. Stations. NSRS Stations. (~75 km spacing) ...
  5. [5]
    [PDF] Gravity, Geoid and Heights - National Geodetic Survey - NOAA
    A geoid height is the ellipsoidal height from an ellipsoidal datum to a geoid. • Hence, geoid height models are directly tied to the geoid and ellipsoid that ...
  6. [6]
    [PDF] What Does Height Really Mean? Part III: Height Systems
    meaning that a geopotential number is equal to an orthometric height multiplied by the average acceleration of gravity along the plumb line. It was argued in ...
  7. [7]
    [PDF] Geoid Determination Based on a Combination of Terrestrial and ...
    The geoid is a continuous equipotential surface of the gravity potential such that it closely approximates mean sea level, and it is perpendicular to the ...
  8. [8]
    On the Consistency between a Classical Definition of the Geoid-to ...
    May 30, 2023 · Orthometric and normal heights are the two most commonly used types of heights for a practical realization of geodetic vertical controls by ...
  9. [9]
    Dynamic Height Computation - National Geodetic Survey - NOAA
    Orthometric height = C / (gravity [gal]+ (4.24E-5 * ortho_ht [m])). A dynamic height is then obtained by dividing the geopotential number by the normal gravity ...
  10. [10]
    The Geopotential Surface - National Geodetic Survey - NOAA
    There is only one geopotential surface around the Earth that matches the global sea level on average (at rest). This surface is called a “geoid.”
  11. [11]
    IAG adopts a new conventional value for the reference gravity ...
    The value of the gravity potential of the geoid is denoted by W0. A usual approximation of W0 is the averaged potential value WS at the mean sea surface. In ...
  12. [12]
    The Geoid | GEOG 862: GPS and GNSS for Geospatial Professionals
    The geoid is the particular equipotential surface arranged to fit Mean Sea Level as well as possible, in at least squares sense.
  13. [13]
    [PDF] Geoid Surfaces and Theory - National Geodetic Survey
    First, they can be dozens of meters different from heights above the geoid (known as orthometric heights, or more colloquially, but less correctly as “heights ...
  14. [14]
    Gravitational Field - an overview | ScienceDirect Topics
    The sum, W = V + ϕ, is then known, in geodetic terminology, as the gravity potential, distinct from gravitational potential. The centrifugal potential, however ...
  15. [15]
    [PDF] Chapter 2 - The Earth's Gravitational field
    By virtue of its position in the gravity field g due to mass M, any mass m has gravitational potential energy. This energy can be regarded as the work. W done ...
  16. [16]
    Earth's gravity field | McGraw Hill's AccessScience
    The direction of the gravity vector, which gives the plumb line in space, is measured by astronomical methods. Differences in the gravity potential W are ...
  17. [17]
    [PDF] Chapter 2 Earth's Gravity Field - Digilib ITB
    The direction of gravity vector g is the direction along the plumb line. The surface with constant potential (W=Constant) is called equipotential surface.
  18. [18]
    The Downs and Ups of Gravity Surveys - NOAA
    Sep 26, 2025 · The ellipsoidal nature of Earth thus causes variations in gravitational acceleration as a function of an observation point's latitude. What we ...
  19. [19]
    [PDF] Converting NAD83 GPS Heights Into NAVD88 Elevations with ...
    The value of N ranges from -100 m in Sri. Lanka to +70 m in the Marianas Trench. GPS heights can be transformed into the same reference frame as leveled heights.<|control11|><|separator|>
  20. [20]
    Geoids - an overview | ScienceDirect Topics
    The geometrical separation between the geoid and the reference ellipsoid is called the geoidal undulation and is defined positively above and negatively below ...
  21. [21]
    The power of vertical geolocation of atmospheric profiles from GNSS ...
    Jan 14, 2017 · Figure 1 shows that geoid undulation is within ±100 m ... The geoid undulation can be both positive or negative, depending on whether the geoid ...
  22. [22]
    The rigorous determination of orthometric heights | Journal of Geodesy
    Apr 23, 2005 · ... integral mean between the Earth's surface and geoid. Since the disturbing gravity potential generated by masses inside the geoid is harmonic ...
  23. [23]
    Orthometric corrections from leveling, gravity, density and elevation ...
    A new orthometric correction (OC) formula is presented and tested with various mean gravity reduction methods using leveling, gravity, elevation, and densi.
  24. [24]
    [PDF] Geodetic Leveling
    This manual provides instructions for establishing vertical control, including reconnaissance, bench mark setting, geodetic leveling, water crossings, and data ...
  25. [25]
    [PDF] Manual of Leveling Computation and Adjustment
    Jan 1, 2006 · This manual is a guide for office personnel processing field observations, from field records to computations and adjustments, until data is ...
  26. [26]
    National Geodetic Vertical Datum of 1929 (NGVD 29)
    Jul 12, 2018 · A total of 106,724 kilometers of leveling was involved, constituting 246 closed circuits and 25 circuits at sea level. The datum was not ...Missing: spirit | Show results with:spirit
  27. [27]
    Establishing Orthometric Heights Using GNSS — Part 1 - GPS World
    Jun 3, 2015 · The user should understand what potential issues can arise due to how each height was defined, modeled and published.Missing: challenges | Show results with:challenges
  28. [28]
    GEOID18 Technical Details - National Geodetic Survey
    GEOID18 is a hybrid geoid model for converting ellipsoid heights to orthometric heights, created using a two-step process and improved with GPS data.
  29. [29]
  30. [30]
    About - Height Modernization - National Geodetic Survey - NOAA
    Accuracy of GPS-derived orthometric heights depends on both the accuracy of the geoid model and the accuracy of the NAVD 88 control. NGS makes a ...
  31. [31]
    Low-Cost Real-Time PPP/INS Integration for Automated Land Vehicles
    The aim of this work is to develop an integrated real-time PPP/INS system utilizing a low-cost GNSS receiver and a low-cost IMU. This system can provide a ...
  32. [32]
    A tutorial on datums - NOAA/NOS's VDatum
    A vertical datum is a reference system used for specifying elevation of specific points on the Earth's surface. Vertical datums broadly come in two categories:.
  33. [33]
    Vertical Datum - Earth's Elevation Reference Frame - GIS Geography
    A vertical datum is a reference surface of zero elevation to which heights are referred to. Datums are used to measure height and depth from mean sea level.
  34. [34]
    North American Vertical Datum of 1988 (NAVD 88)
    Jul 12, 2018 · NAVD 88 consists of a leveling network on the North American Continent, ranging from Alaska, through Canada, across the United States, affixed to a single ...
  35. [35]
    GRAV-D Project Homepage - National Geodetic Survey - NOAA
    The GRAV-D airborne gravity data campaign was a major project that the National Geodetic Survey prioritized between 2007 and 2023.Data ProductsScience Fundamentals
  36. [36]
    11. the egm96 geoid undulation with respect to the wgs84 ellipsoid
    Although IAG Resolution 16 recommends a zero-tide system, an informal survey of several groups involved with position determination indicated that position (and ...
  37. [37]
    Getting the height right: The North American Vertical Datum of 1988
    Nov 4, 2020 · What's more, many of the benchmarks that were part of the NGVD 29 network were destroyed during the building of the Interstate Highway ...
  38. [38]
    What is GRAV-D? | NGS Facts | NGS INFO - About Us
    Nov 1, 2019 · GRAV-D measures gravity from an aircraft and those data are combined with satellite and surface gravity measurements to create the geoid. When ...
  39. [39]
    On the Use of Repeat Leveling for the Determination of Vertical ...
    May 23, 2018 · Repeat leveling provides a time series of heights from which vertical land motion (VLM) can be derived and subsequently interpreted with respect ...<|separator|>
  40. [40]
    New Datums: Replacing NAVD 88 and NAD 83 - NGS
    These will all be replaced by a gravity-based geopotential datum realized with an updated geoid model of the earth. Orthometric heights will be defined from ...
  41. [41]
    Updated Implementation Timeline for the Modernized National ...
    Oct 9, 2024 · The new reference frames will rely primarily on GNSSs, such as the GPS, as well as on a gravimetric geoid model resulting from the Gravity for ...<|control11|><|separator|>
  42. [42]
    [PDF] PDDM Chapter 5 - Surveying and Mapping
    ... Orthometric Heights ..................................... 5-19 ... Surveying and mapping is fundamental to all civil engineering and roadway design work.
  43. [43]
    [PDF] The National Map Seamless Digital Elevation Model Specifications
    Aug 1, 2016 · DEMs produced from legacy topographic contours is roughly equivalent to the accuracies related to the scale of the source topographic map.
  44. [44]
    There are three different kinds of elevation or height values used in ...
    Feb 3, 2025 · Orthometric heights for the United States are the North American Vertical Datum (NAVD88), which can measure HEIGHT or DEPTH, with units of ...
  45. [45]
    Influence of local geoid variation on water surface elevation ...
    Orthometric height is widely used in engineering and environmental activities due to its physical and geometric meaning and ability to predict fluid flows in ...
  46. [46]
    ADVANCES IN THE APPLICATION OF DIGITAL ELEVATION ...
    The vertical adjustment provided by the geoid undulation is fundamental to the adoption of orthometric heights in coastal research, especially in studies that ...<|separator|>
  47. [47]
    [PDF] Vertical Datum Conversion Guidance Nov 2023 - FEMA
    Nov 24, 2023 · Per SID 118, all new flood maps must be referenced to NAVD 88. If the Flood Risk Project is updating an existing FIRM that is referenced to ...
  48. [48]
    [PDF] Practical Field Survey Operations for Flood Insurance Rate Maps
    Vertical coordinate information is referenced to the North American Vertical Datum of 1988. (NAVD 88). Horizontal coordinate information is referenced to the ...<|control11|><|separator|>
  49. [49]
    Eratosthenes Measures Earth | American Physical Society
    Jun 1, 2006 · Values between 500 and about 600 feet have been suggested, putting Eratosthenes' calculated circumference between about 24,000 miles and about ...
  50. [50]
    Newton's Philosophiae Naturalis Principia Mathematica
    Dec 20, 2007 · Philosophers have viewed the Principia in the context of Einstein's new theory of gravity in his theory of general relativity.Book 1 of the Principia · Book 3 of the Principia · The Methodology of the Principia
  51. [51]
    Alexis Clairaut (1713 - Biography - MacTutor History of Mathematics
    In 1743 Clairaut published Théorie de la figure de la Terre Ⓣ (Theory of the shape of the Earth) confirming the Newton-Huygens belief that the Earth was ...Missing: source | Show results with:source<|control11|><|separator|>
  52. [52]
    Perspective into the Indian Ocean Geoid Low - ScienceDirect
    In 1828, Johann Carl Friedrich Gauss first described it as the “Mathematical figure of the Earth” (Gauss, 1828, Heiskanen and Moritz, 1967; Torge, 1991) in ...
  53. [53]
    On determination of the geoid from measured gradients of the ...
    Mathematical formulation of the problem and its solution dates back to 1849 when George Gabriel Stokes published his seminal work on determination of the geoid ...
  54. [54]
    The Struve Geodetic Arc: the development of the triangulation ...
    Oct 25, 2019 · The establishment of geodetic networks on the state level only essentially began in the 19th century. The director of the military ...Missing: orthometric adoption<|control11|><|separator|>
  55. [55]
    [PDF] The International Association of Geodesy 1862 to 1922
    Mar 25, 2005 · Simultaneously,. Gauss, Bessel and others developed a more sophisticated definition of the Earth's figure, which includes the effect of the ...
  56. [56]
    [PDF] History of Geodetic Leveling in the United States
    The first general adjustment of the geodetic leveling network in the United States was made in 1900, containing links by the Coast and Geodetic Survey, Corps of ...
  57. [57]
    Making a Stable Sea: The Littorals of Eighteenth-Century Europe ...
    This essay explores these debates and lays out how they paved the way for the development of the ideas of a stable sea and of a measured mean sea level.
  58. [58]
    The International Association of Geodesy: from an ideal sphere to an ...
    Apr 16, 2019 · The history of geodesy can be traced back to Thales of Miletus (∼600 BC), who developed the concept of geometry, i.e. the measurement of the ...
  59. [59]
    None
    ### Summary of Evolution of US NSRS Vertical Datums
  60. [60]
    On the rate and causes of twentieth century sea-level rise - Journals
    Feb 21, 2006 · Gauge estimates of GSLR have been in dispute for several decades because of vertical land movements, especially due to glacial isostatic ...Missing: isostasy datums
  61. [61]
    ICGEM International Center for Global Gravity Field Models
    ICGEM Home. Gravity Field Models. Static Models Temporal Models Simulated Models Topographic Models. Calculation Service.Missing: post- WWII vertical networks glacial isostasy GPS integration gravimetric
  62. [62]
    [PDF] New 2022 datums short book | Wisconsin Spatial Reference System
    The elevation of point p, also called its “orthometric height”, is the length of the curved plumb line from the geoid to point p (positive in the opposite ...<|separator|>
  63. [63]
    Vertical Datum Standardization - IAG - Geodesy
    They are basically oriented to define and realize a global reference level and to determine the connection (transformation) of the local height datums to the ...Missing: 1924 | Show results with:1924
  64. [64]
    [PDF] Resolutions - UN-GGIM-AP
    facilitate the connection of sea and land based vertical datums, the use of open geodetic software and the sharing of best practice examples and use cases ...