Title | Week 6-MGA94 & AHD71-2018-v1 |
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Course | Bachelor of Engineering (Civil Engineering) |
Institution | Victoria University |
Pages | 36 |
File Size | 2.3 MB |
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Practical Data...
MGA94 & AHD71 The National Datums
Week 6 NEC 2104 Engineering Surveying Stephen Larsen LS
MGA94 & AHD71 Mapping & Survey Control Geodetic Datum of Australia 1994 Ausgeoid 2009 Mapping Grid of Australia 1994 Australian Height Datum 1971 Terminology (6) Quiz References
Mapping & Survey Control Who is the map for? Public Architect Planning Department Construction Engineer/Contractor What is the map for? Overview/publicity/Public consultation Preliminary design Construction detail As built details Specifications
Example Map
Example Map – Metadata
Mapping – North (Reference Meridian) Maps include a north point diagram which shows
the direction of true north, grid north and magnetic north at the centre of the map. This graphic also shows the actual grid-magnetic angle for the centre of the map. True north (TN) is the direction to the Earth’s geographic North Pole. Grid north (GN) is the direction of the vertical grid lines on a topographic map.
Mapping – North (Reference Meridian) Magnetic north (MN) is the direction from any point on the surface of the earth towards the earth’s north magnetic pole. The angular difference between TN and MN is known as magnetic declination. As GN is used in preference to TN for map reading purposes, it is more useful to know the difference between GN and MN. This is known as the Grid/Magnetic angle. As the position of the north magnetic pole moves slightly from year to year, the grid/magnetic angle and magnetic declination will vary by a small amount each year. In using a map for accurate navigation, magnetic variation can be important, particularly if the map is several years old.
Mapping – Cross Section
AHD
Gravitational
GDA94 / WGS84
MAP
It is important to recognise that the relationship between these four surfaces is not always the same. Rather, as this diagram indicates, they 'wobble' around each other
Geodetic Datum A Geodetic Datum approximates the shape of the Earth Position defined by Latitudes & Longitudes Spherical However, the Earth is not evenly round - it is in fact wider
around the Equator than it is between the North and South Poles. Ellipsoid / Spheroid However, this is also a very simplistic concept. The Earth in reality is a very misshapen object. Geoid The Earth's surface which is complex to accurately describe mathematically. The Earth's Geoid approximates Mean Sea Level or AHD RL = 0.000
Geodetic Datum – Ellipsoid (Spheroid)
Geodetic Datum – Latitude & Longitude
Equator
Geodetic Datum Mapping and coordinate systems are based on a datum,
which is a mathematical surface that best fits the shape of the Earth. AGD66: Australia’s previous datum, the Australian Geodetic Datum was defined in 1966 and best fitted the shape of the Earth in the Australian region only. WGS84: Used for the GPS system operated by the U.S. Department of Defence. AGD84: An updated version of AGD66 was adopted by some Australian States in 1984. AGD84 coordinates are based on the same datum as AGD66 and for map reading and navigation purposes can be regarded as being the same. GDA94 is the current datum that was adopted in 2000 and is practically the same as WGS84
Australian Geodetic Datum of 1966
Local or Regional Datums This diagram represents the Australian Geodetic Datum which was created in 1984 (AGD84 or AGD 1966). • Note how the Ellipsoid/Spheroid has been 'placed' over Australia to best identify longitude and latitude. If you used this datum in the northern hemisphere longitude and latitude would be very poorly identified on the surface of the Earth.
AUSTRALIA
Geodetic Datum of Australia 1994 ITRF: International Terrestrial Reference Frame 1992
(ITRF92) at epoch 1994.0. ITRF is a global network of accurate coordinates (and their velocities) maintained by the International Earth Rotation Service (IERS) GRS80: The Geodetic Reference System of 1980 is an internationally recognised ellipsoid which has been adopted for GDA. WGS84:The World Geodetic System is the ellipsoid used by the GPS system operated by the U.S. Department of Defence. GDA94: The Geocentric Datum of Australia. This earth centred Datum, totally compatible with the GPS satellite system, is realised by the position values for the AFN and ANN stations. This datum was accepted by ICSM in November, 1994.
GDA94 AFN: The Australian Fiducial Network. A network of 8
permanently tracking GPS stations around and within Australia which provide constant monitoring of the position of the Australian land mass upon which is founded GDA94. ANN: The Australian National Network which consists of some 80 stations distributed across Australia which were observed over multiple-day sessions by GPS receivers and adjusted contemporaneously with the permanently tracking AFN stations to provide the basis for GDA94. ARGN: Australian Regional GNSS Network. 100 stations throughout the region monitoring Crustal Dynamics & sea level rise
GDA94 Geocentric Datums This diagram represents the Geodetic Datum of Australia which was created in 1994 (GDA94 or GDA). • This datum is part of a world-wide datum which is compatible with the USA Global Position System (GPS). • Note how the agreement with the Geoid is more even over the whole of the Earth and that the centre of the Earth is also the centre of the Ellipsoid/Spheroid. This is an essential part of a Geocentric Datum because they are designed for use with Global Position Systems; and their satellites which orbit around the Earth's central mass.
GDA94 From the year 2000, all Australian mapping authorities
are using the Geocentric Datum of Australia (GDA). This datum was defined in 1994, and is based on a mathematical surface that best fits the shape of the Earth as a whole, with its origin at the Earth’s centre of mass, hence the term ‘geocentric’. The primary reason for this change is the widespread use of satellite-based navigation systems such as the Global Positioning System (GPS), which is based on a geocentric datum known as the World Geocentric System 1984 (WGS84).
Note: Ublox a manufacturer of GPS engines has a free Android app that will demonstrate all the available information coming from your phone on-board GPS engine.
Ausgeoid09: Specifications Gravimetric – geometric quasigeoid. The gravimetric component was developed using: degree-2160 spherical harmonic expansion of the EGM2008 global
gravity model (Pavlis, Holmes et al. 2008) approximately 1.4 million land gravity anomalies from the Australian national gravity database the 9” x 9” GEODATA-DEM9S digital elevation model of Australia, and altimeter-derived marine gravity anomalies from the DNSC2008GRA grid (Andersen, Knudsen et al. 2010) The geometric component (Brown et al. 2011) was developed
using two datasets: The primary dataset of 2638 co-located GNSS-AHD heights
provided by the State and Territory surveying authorities. A secondary dataset of 4233 Australian National Levelling Network Junction Points to provide a higher-resolution definition of the offset between the AHD and gravimetric quasigeoid.
Ausgeoid09: Geoid – Ellipsoid Separation (N) • N: Vertical difference between the ellipsoid and the
geoid known as the Geoid/Ellipsoid separation. • Ideally the two surfaces should be coincident, however the ellipsoid is a mathematically smoothed surface whereas the geoid is shaped by physical laws affecting the earth. • Obviously the quantity will vary according to the ellipsoid adopted in the area in question. The designation of N should be referenced to the relevant ellipsoid and its date. • The geoid, usually taken as mean sea level, may be thought of as a constant ellipsoidal surface which may however be affected by local gravity influences and hence display undulations.
Ausgeoid09: Geoid – Ellipsoid Separation Elevation View
N: Vertical difference between the ellipsoid and the geoid known as the Geoid/Ellipsoid separation.
Ausgeoid09: Geoid – Ellipsoid Separation (N) X’
X
Ausgeoid09: Geoid – Ellipsoid Separation (N)
AUSTRALIA
Section X – X’ Cross Section Elevation View
Map Grid Australia- Datum GDA94 The Universal Transverse Mercator (UTM) map projection of
the national grid on the GDA ellipsoid. For most practical purposes, WGS84 and GDA coordinates are the same. Note that the GDA coordinates, both latitudes and longitudes, and Eastings and Northings, differ from their AGD predecessors by approximately 200 metres. Parameters UTM Projection 60 zones, 6°wide, Central Meridian – Line of Longitude (Zone 55 = 147°E) False Origin – Intersection of Equator & Central Meridian
has the coordinates 300,000E & 10,000,000N Scale Factor at the Central Meridian = 0.9996
Mapping Grid of Australia 1994 – UTM Projection Transverse Mercator Projection Geodetic coordinates (latitude and longitude) are represented on a map or chart, by mathematically "projecting" them onto a surface, which can be laid flat. The Transverse Mercator system projects geodetic coordinates onto a concentric cylinder which is tangent to the equator and makes contact along one meridian.
MGA94 – Projection Zones
MGA – Projection Zones for Victoria
MGA94 UTM Projection
Field Measurements Reduced to the Ellipsoid
Cross Section Elevation View
Mapping Coordinates GDA94 coordinates are shown as geographical coordinates, given in degrees, minutes and seconds as: Latitude: 037o 48’ 49’’ S Longitude: 144o 57’ 47’’ E
-37.8136111 144.9630556
MGA94 coordinates are shown as rectangular coordinates given in metres as: Easting: 320700.564 Northing: 5812910.381 Zone 55 Coordinates of the Melbourne GPO
Australian Height Datum 1971 The Australian Height Datum (AHD) is the official height
datum for Australia. On 5 May 1971, Geoscience Australia, on behalf of the
National Mapping Council of Australia, carried out a simultaneous adjustment of 97 230 kilometres of two-way levelling. Mean sea level for 1966-1968 was assigned the value of zero on the Australian Height Datum at thirty tide gauges around the coast of the Australian continent.
http://www.ga.gov.au/earth-monitoring/geodesy/geodetic-datums.html
AHD71 The resulting datum surface, with minor modifications in
two metropolitan areas, has been termed the Australian Height Datum (AHD71) and was adopted by the National Mapping Council at its twenty-ninth meeting in May 1971 as the datum to which all vertical control for mapping is to be referred. AHD: The datum surface is that which passes through mean sea level at the thirty tide gauges and through points at zero AHD RL throughout Australia http://www.ga.gov.au/earth-monitoring/geodesy/geodetic-datums.html
MGA – AHD : PM64, Building D
PSM
Terminology (6) ITRF: International Terrestrial Reference Framework GRS80: Geodetic Reference Surface 1980 WGS84: World Geodetic System 1984 GDA94: Geodetic Datum of Australia 1994 AFN: Australian Fiducial Network ARGN: Australian Regional GNSS Network ANN: Australian National Network MGA94: Mapping Grid of Australia 1994 UTM: Universal Transverse Mercator Projection Central Meridian – Line of Longitude defining a Zone
Quick Quiz 1. What is a geodetic datum? 2. What is the geoid ? 3. Describe what AHD is? 4. Explain Ellipsoid – Geoid separation 5. Name the reference ellipsoid used by the GPS
system
Quick Quiz Answers 1. A mathematical reference ellipsoid (spheroid) 2. The Earths surface (Approximately AHD RL
0.000) 3. The datum surface which passes through mean sea level at the thirty tide gauges and through points at zero AHD RL throughout Australia 4. N: Vertical difference between the ellipsoid and the geoid 5. WGS84, practically the same as GDA94
References VU Collaborate Textbook (Available online at the Library) Engineering Surveying 6th Edition, W.Schofield & M.Breach Chapter 8 – Position ICSM Geocentric Datum of Australia Technical Manual v2.4 Standard for the Australian Survey Control Network-
Special Publication 1 Survey Practice Handbook Part 2, Section 12.9...