mga concepts and grid calculations geodetic surveying b
TRANSCRIPT
MGA Concepts andGrid Calculations
Geodetic Surveying B
Objectives
Apply fundamental knowledge of MGA to grid calculations
Calculate and apply grid convergence.
Determine grid coordinates of a point given known coordinates of a start point and grid bearing and spheroidal distance from that start point.
Determine grid bearing and spheroidal distance between known points
Overview of Coordinates
There are three aspects to Understanding and Using Coordinates Datum Projections Observations
Datum, Projections and Observations
A “datum” is the underlying basis for coordinate systems
Positions on the datum can be “projected” to create grid coordinates
“Observations” (bearings and distances) in the real world need to be corrected to conform to the datum and projection
Why Coordinates?
The use of a uniform system of coordinates allows spatial information from various sources to be integrated
Increasing requirement for coordination in all types of surveys
At the heart of Australian Spatial Data Infrastructure (ASDI), GIS and GPS
Required in International Standards
Approximation - an Important Underlying Concept
“All exact science is dominated by the idea of approximation” Bertrand Russel
Coordinates are simply a way to approximate the “real world” using a mathematical model
Some models are better approximations than others
Understanding and Using Datums
The Geoid(Mean Sea Level)
Local DatumAGD84
(best fits Australia)
Geocentric Datum(best fit globally)
Ellipsoids and Geoids
AGD - The Old Datum
Terrestrial Observations
Systematic Errors Constrained by
Doppler (transformed)
Distribution Homogeneity Location of Marks
GDA - International Basis
International Terrestrial Reference Frame (ITRF) is a particular “realization” of an idealized reference system...
observation at certain sites and with certain factors in the processing produces...
set of positions and velocities of those sites at a certain time.
reference ellipsoid - GRS80
Link to ITRF by GPS observationsat IGS sites and the Australian National Network (500km). GDA’s link to ITRF makes it compatible with WGS84
GDA and the ITRF
Queensland GDA94 Data Set
QUT1
SUGA
TEXA
MULA
NORM
BREA
BRDV
WILF
WOLL
MUCK
BANZ
BARC
PI EB
HOWI
GREN
OLVE
BASSEMUU
TOWA
Qld 100kmNetwork
Magnitude of Shift
All coordinatesapparently shift inexcess of 200m.
Distortions between Transformed AGD84 and GDA94
Western Qld Central Coast
Types of Coordinates Systems
X
Y
Z
- X+ Y- Z
Cartesian
hGeodetic
Semi-major axis (a)
Semi-minor axis (b)
N
EProjection
Projection Coordinates onGDA and AGD
NMGA
EMGA
Map Grid Australiaon GDA
NAMG
EAMG
Australian Map Gridon AGD
Terminology
GDA94GDA94AGD84AGD84 Latitudes & Longitudes
AMG84AMG84 MGA94MGA94Eastings, Northings& Zone
Universal Universal Transverse Mercator MercatorStd. 6 Degree Zones, with
the same Central Meridians etc.
Understanding and Using Projections
UTM Projection
6 Degree zonesLongitude of Zone
1 : 3 east longitude0.9996 Scale Factor
on Central Meridian
500 000 m false easting10 000 000 m false northing1/2 degree overlap
Ref: Chapter 1. GDA Technical Manual: ICSM Web Site
Zone
54
Cen
tral
Mer
idia
n
Scal
e Fa
ctor
1.0
Scal
e Fa
ctor
0.9
996
AMG/MGA - UTM Projection
Terrain
Surface
Geoid
NEllipsoid
Sca
le F
acto
r 1.
0
Scal
e Fa
ctor
1.0
Sca
le F
acto
r 0.
9996
Sca
le F
acto
r 1.
0006
Scal
e Fa
ctor
1.0
006
Zon
e B
ound
ary
Zon
e B
ound
ary
Cen
tral
Mer
idia
n
Zone 55
Projection Plane
AMG/MGA - UTM Projection
AMG - Redfearn’s Approx (See Study Book)
ER, NR = Rectangular CoordsNote meridian distance (m) = NR
ET, NT = Transverse Mercator CoordsE’, N’ = AMG Coords without false originE, N = AMG Coordinates
GDA94 to MGA94(Redfearn’s Formulae)
Datum Parameters Semi-Major Axis (a) Inverse Flattening (f)
Projection Parameters Longitude of Central
Meridian (Zone) Scale Factor on Central
Meridian False Easting, False
Northing
Input Data Latitude, Longitude & Height
Computed Parameters Radius of Curvature: Meridian Distance: Foot-Point Latitude :
Function (semi-major axis, inverse flattening and latitude)
Output Easting, Northing, Zone, Grid
Conv. , Point Scale Factor
Ref: Chapter 5. GDA Technical Manual: ICSM Web Site
GDA94 - MGA94 (Example)
Easting NorthingMeridian Dist -4,168,963.528
1st term 258,248.359 1st term -4,028.8902nd term 28.781 2nd term -2.4393rd term -0.031 3rd term -0.0014th term 0.000 4th term 0.000Sum 258,277.108 Sum -4,172,994.858Sum*K0 258,173.797 Sum*K0 -4,171,325.660False Origin 500,000.000 False Origin 10,000,000.000Easting 758,173.797 Northing 5,828,674.340Grid Convergence Point Scale1st term 1° 47' 15.806" 1st term 1.0008211112442nd term 0° 00' 03.553" 2nd term 0.0000002905073rd term 0° 00' 00.002" 3rd term -0.0000000001304th term 0° 00' 00.000" Sum 1.000821401621Convergence 1° 47' 19.360" Point Scale 1.000421073060
Ref: Redfearn.xls : GDA Technical Manual : ICSM Web Site
Geographic Coordinates Converted in Overlapping Zones.
Zone 54 Zone 55
Easting 228 854.052 758 173.797
Northing 5 828 259.038 5 828 674.340
Grid Convergence -1 52 43.22 1 47 19.36
Point Scale Factor 1.00050567 1.00042107
MGA94 to GDA94(Redfearn’s Formulae)
Datum Parameters Semi-Major Axis (a) Inverse Flattening (f)
Projection Parameters Longitude of Central
Meridian (Zone) Scale Factor on Central
Meridian False Easting, False
Northing
Input Data Easting, Northing, Zone &
Height
Computed Parameters Foot-Point Latitude : Radius of Curvature: Meridian Distance:
Function (semi-major axis, inverse flattening and latitude)
Output Lat, Long, Grid Conv, Point SF
Ref: Chapter 5. GDA Technical Manual: ICSM Web Site
MGA94 - GDA94 (Example)
Latitude Deg Min Secs Longitude Deg Min SecsFoot point latitude -37° -41' -26.198 23" Central meridian 141° 00' 00.000 00"1st term 00° 02' 10.761 58" 1st term 02° 55' 36.934 06"2nd term 00° 00' -00.120 59" 2nd term 00° 00' -06.308 14"3rd term 00° 00' 00.000 13" 3rd term 00° 00' 00.007 11"4th term 00° 00' 00.000 00" 4th term 00° 00' -00.000 01"Latitude -37° -39' -15.557 12" Longitude 143° 55' 30.633 02"
Grid Convergence Deg Min Secs Point Scale1st term 01° 47' 22.253 77" 1st term2nd term 00° 00' -05.589 02" 2nd term3rd term 00° 00' 00.006 96" 3rd term4th term 00° 00' -00.000 01" sumGrid Convergence 01° 47' 16.671 70" Point Scale 1.000 420 2992
Ref: Redfearn.xls : GDA Technical Manual : ICSM Web Site
Scale & Convergence
Line Scale Factor (K)= L/s (plane / ellipsoidal) S/s (grid / ellipsoidal)
Grid Bearing () = Plane Bearing () + Arc-to-Chord Correction ()= Azimuth () + Grid Convergence ()
Ref: Glossary of Terms. GDA Technical Manual : ICSM Web Site
Grid Bearing & Ellipsoidal Dist from MGA94 Coordinates
Grid Bearing: function (plane bearing & arc-to-chord correction ) Arc-to-chord correction: function ( eastings,
northings and approx mean latitude)
Ellipsoidal Distance: function (plane distance & line scale factor ) Line Scale Factor: function ( CM scale factor,
eastings & approx. mean latitude)
Ref: Chapter 6. GDA Technical Manual : ICSM Web Site
Grid Bearing & Ellipsoidal Dist from MGA94 Coordinates (Example)
GridNorth
Plane Bearing ()
Plane Distance (L)
A
B
Grid
Bearing (
AB
)
Grid Bearing (BA )
Grid
Distance (S)
s = 54972.271K = 1.000 363 97
A = -20.67 AB = 1251741.86
B = 19.18
BA = 3065205.37 Ref: Test Data. GDA Technical Manual : ICSM Web Site
AB = 1251721.18
L = 54992.279
S L
Grid Calculations inOverlapping Zones
Plane DistanceEllipsoid DistanceLine Scale FactorArc-to-Chord (A)Arc-to-Chord (B)
Plane BearingGrid Bearing (AB)Grid Bearing (BA)Grid Convergence
54992.27954972.271
1.00036397-20.67+19.47
125 17 21.18125 17 41.86305 17 01.72-1 52 43.22
55003.30754972.271
1.00042107+23.94-25.19
128 58 08.37128 57 44.44308 58 33.56+1 47 19.36
Ref: GridCalc.xls GDA Technical Manual : ICSM Web Site
ZONE 54 ZONE 55
Plane Coordinates
Ellipsoid
Zon
e B
ound
ary
Zon
e B
ound
ary
Cen
tral
Mer
idia
n
Projection Plane
Zone 55
300 kmError 0.4
Zone 55 /2
100 kmError 0.06
Plane Coordinates
Ellipsoid
Zon
e B
ound
ary
Zon
e B
ound
ary
Cen
tral
Mer
idia
n
Projection Plane
X,Y
X,Y
X,YX,Y
X,Y
X,Y
X,Y
Plane BearingPlane Distance
E,N
X,Y
X,YX,Y
X,Y
X,Y
E,N
Grid BearingGrid Distance
Grid BearingGrid Distance
E,N
E,N
E,NE,N
E,N
E,N
E,N
Plane Coordinates
Summary
We investigated methods to:
Calculate and apply grid convergence.
Determine grid coordinates of a point given known coordinates of a start point and grid bearing and spheroidal distance from that start point.
Determine grid bearing and spheroidal distance between known points
Self Study
Read Module 6 (first part)
Review Questions