Name | Mercator |
EPSG Code | 9804 |
GeoTIFF Code | CT_Mercator (7) |
OGC WKT | Mercator_1SP |
Supported By | EPSG, GeoTIFF, PROJ.4, OGC WKT |
Name | EPSG # | GeoTIFF ID | OGC WKT | Units | Notes |
---|---|---|---|---|---|
Latitude of natural origin | 1 | NatOriginLat | latitude_of_origin | Angular | |
Longitude of natural origin | 2 | NatOriginLong | central_meridian | Angular | |
Scale factor at natural origin | 5 | ScaleAtNatOrigin | scale_factor | Unitless | |
False Easting | 6 | FalseEasting | false_easting | Linear | |
False Northing | 7 | FalseNorthing | false_northing | Linear |
+proj=merc +lon_0=Longitude of natural origin +k_0=Scale factor at natural origin +x_0=False Easting +y_0=False NorthingA more common formulation for Mercator is to drop the +k_0, and instead to provide a latitude of true scale using the +lat_ts parameter, which is the latitude at which the scale is 1.
The Mercator projection is a special case of the Lambert Conic Conformal projection with the equator as the single standard parallel. All other parallels of latitude are straight lines and the meridians are also straight lines at right angles to the equator, equally spaced. It is little used for land mapping purposes but is in universal use for navigation charts and is the basis for the transverse and oblique forms of the Mercator. As well as being conformal, it has the particular property that straight lines drawn on it are lines of constant bearing. Thus navigators may derive their course from the angle the straight course line makes with the meridians.
In the few cases in which the Mercator projection is used for terrestrial applications or land mapping, such as in Indonesia prior to the introduction of the Universal Transverse Mercator, a scale factor may be applied to the projection. This has the same effect as choosing two standard parallels on which the true scale is maintained at equal north and south latitudes either side of the equator.
The formulas to derive projected Easting and Northing coordinates are: For the two standard parallel case, k0 is first calculated from k0 = cos*1/(1 - e2sin2*1)1/2 where *1 is the absolute value of the first standard parallel (i.e. positive). Then, for both one and two standard parallel cases, E = FE + ak0(* - *0) N = FN + ak0 logn{tan(*/4 + */2)[(1 - esin*) / (1 + esin*)]e/2 } where symbols are as listed above and logarithms are natural. The reverse formulas to derive latitude and longitude from E and N values are: * = * + (e2/2 + 5e4/24 + e6/12 + 13e8/360) sin(2*) + (7e4/48 + 29e6/240 + 811e8/11520) sin(4*) + (7e6/120 + 81e8/1120) sin(6*) + (4279e8/161280) sin(8*) where * = */2 - 2 arctan t t = B (FN-N)/(ak0) B = base of the natural logarithm, 2.7182818... and for the 2 SP Case, k0 is calculated as for the forward transformation above. * = ((E - FE)/ak0) + *0","For Projected Coordinate System Makassar / NEIEZ Parameters: Ellipsoid Bessel 1841 a = 6377397.155 m 1/f = 299.15281 then e = 0.08169683 Latitude Natural Origin 00o00'00""N = 0.0000000 rad Longitude Natural Origin 110o00'00""E = 1.91986218 rad Scale factor ko 0.997 False Eastings FE 3900000.00 m False Northings FN 900000.00 m Forward calculation for: Latitude 3o00'00.00""S = -0.05235988 rad Longitude 120o00'00.00""E = 2.09439510 rad gives Easting E = 5009726.58 m Northing N = 569150.82 m Reverse calculation for same easting and northing first gives : t = 1.0534121 chi = -0.0520110 Then Latitude = 3o00'00.000""S Longitude = 120o00'00.000""E