EPSG Dataset :: v12.051

Krovak (North Orientated)

Coordinate Operation Method Details [VALID]

Name:

Krovak (North Orientated)

Code:

1041

Operation is Reversible:

Yes

Formula:

Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.

From the defining parameters the following constants for the projection may be calculated :

A = a(1 - e^2)^0.5 / [1 - e^2 sin^2.(latC)]
B = {1 + [e^2 * cos^4(latC) / (1 - e^2)]}^0.5
gammao = asin[sin(latC) / B]
to = tan(pi/4 + gammao/2).[(1 + e sin(latC)) / (1 - e sin(latC))]^(e.B/2) / [tan(pi/4 + latC/2)]^B
n = sin(latp)
ro = kp.A / tan(latp)

To derive the projected Southing and Westing coordinates of a point with geographical coordinates (lat, lon) the formulas for the Krovak are:

U = 2(atan{to.tan^B(lat/2 + pi/4) / [(1 + e sin(lat)) / (1 - e sin(lat))]^[e.B/2]} - pi/4)
V = B(lonO - lon) where lonO and lon must both be referenced to the same prime meridian.
T = asin[cos(alphaC).sin(U) + sin(alphaC).cos(U). cos(V)]
D = asin[cos(U).sin(V)/cos(T)]
theta = n.D
r = ro.tan^n(pi/4 + latp/2) / tan^n(T/2 + pi/4)
Xp = r.cos(theta)
Yp = r.sin(theta)
Southing = Xp + FN
Westing = Yp + FE

Then Easting = -Westing
Northing = -Southing

Note also that the formula for D is satisfactory for the normal use of the projection within the pseudo-longitude range on the conformal sphere of ±90 degrees from the central line of the projection. Should there be a need to exceed this range (which is not necessary for application in Czechia and Slovakia) then for the calculation of D use:
sin(D1) = cos(U) * sin(V) / cos(T)
cos(D1) = {[cos(alphaC)*sin(T) – sin(U)] / [sin(alphaC)*cos(T)]}
D = atan2(sin(D1) , cos(D1)) (see implementation notes in preface for atan2 convention)

The reverse formulas to derive the latitude and longitude of a point from its Easting and Northing values are:
Southing = -Northing
Westing = -Easting
Xp' = Southing – FN
Yp' = Westing – FE
r' = [(Yp')^2 + (Xp')^2]^(1/2)
theta' = atan2[Yp' , Xp'] (see GN7-2 implementation notes in preface for atan2 convention)
D' = theta' / sin(latp)
T' = 2{atan[((ro / r')^(1/n)).tan(pi/4 + latp/2)] - pi/4}
U' = asin[cos(alphaC).sin(T') - sin(alphaC).cos(T').cos(D')]
V' = asin(cos(T').sin(D') / cos(U'))

Then latitude lat is found by iteration using U' as the value for lat(j-1) in the first iteration:
lat(j) = 2*(atan{to^(-1/B) tan^(1/B).(U'/2 + pi/4).[(1 + e sin(lat(j-1)) / (1 - e sin(lat(j-1))]^(e/2)} - pi/4)

Then
lon = lonO - V' / B where lon is referenced to the same prime meridian as lonO.

Example:

For Projected Coordinate Reference System: S-JTSK (Ferro) / Krovak East North

Parameters:
Ellipsoid Bessel 1841 a = 6377397.155m 1/f = 299.15281
then e = 0.081696831 e^2 = 0.006674372

Latitude of projection centre = 49°30'00"N = 0.863937979 rad
Longitude of Origin = 42°30'00"E of Ferro = 0.741764932 rad
Co-latitude of cone axis = 30°17'17.30311" = 0.528627763 rad
Latitude of pseudo standard parallel = 78°30'00"N = 1.370083463 rad
Scale factor on pseudo Standard Parallel (ko) = 0.9999
False Easting = 0.00 m
False Northing = 0.00 m

Calculated projection constants:
A = 6380703.611
B = 1.000597498
gammao = 0.863239103
to = 1.003419164
n = 0.979924705
ro = 1298039.005

Forward calculation for:
Latitude = 50°12'32.442"N = 0.876312568 rad
Longitude = 34°30'59.179"E of Ferro = 0.602425500 rad

Then the forward calculation first gives

U = 0.875596949
V = 0.139422687
T = 1.386275049
D = 0.506554623
theta = 0.496385389
r = 1194731.014
Xp = 1050538.643
Yp = 568990.997
Southing = 1050538.643
Westing = 568990.997

Then
Easting (X) = -568991.00 m
Northing (Y) = -1050538.64 m

Reverse calculation for the same Easting and Northing:

Southing = 1050538.643
Westing = 568990.997
Xp' = 1050538.643
Yp' = 568990.997
r' = 1194731.014
theta' = 0.496385389
D' = 0.506554623
T' = 1.386275049
U' = 0.875596949
V' = 0.139422687
lat(iteration 1) = 0.876310601
lat(iteration 2) = 0.876312560
lat(iteration 3) = 0.876312566

Latitude = 0.876312566 rad = 50°12'32.442"N
Longitude = 0.60242500 rad = 34°30'59.179"E of Ferro.

Method
Parameters:

Parameter Name	Parameter Code	Sign reversal	Parameter Description
Latitude of projection centre	8811	No	For an oblique projection, this is the latitude of the point at which the azimuth of the central line is defined.
Longitude of origin	8833	No	For polar aspect azimuthal projections, the meridian along which the northing axis increments and also across which parallels of latitude increment towards the north pole.
Co-latitude of cone axis	1036	No	The rotation applied to spherical coordinates for the oblique projection, measured on the conformal sphere in the plane of the meridian of origin.
Latitude of pseudo standard parallel	8818	No	Latitude of the parallel on which the conic or cylindrical projection is based. This latitude is not geographic, but is defined on the conformal sphere AFTER its rotation to obtain the oblique aspect of the projection.
Scale factor on pseudo standard parallel	8819	No	The factor by which the map grid is reduced or enlarged during the projection process, defined by its value at the pseudo-standard parallel.
False easting	8806	No	Since the natural origin may be at or near the centre of the projection and under normal coordinate circumstances would thus give rise to negative coordinates over parts of the mapped area, this origin is usually given false coordinates which are large enough to avoid this inconvenience. The False Easting, FE, is the value assigned to the abscissa (east or west) axis of the projection grid at the natural origin.
False northing	8807	No	Since the natural origin may be at or near the centre of the projection and under normal coordinate circumstances would thus give rise to negative coordinates over parts of the mapped area, this origin is usually given false coordinates which are large enough to avoid this inconvenience. The False Northing, FN, is the value assigned to the ordinate (north or south) axis of the projection grid at the natural origin.

Meta Data

Information Source:

Land Survey Office (ZU), Prague, www.cuzk.cz/zu, and Geodesy, Cartography and Geodesy, Cartography and Cadastre Authority of Slovak Republic (UGKK SR).

Data Source:

EPSG

Revision Date:

May 17, 2019

Change ID:

[2010.071] [2010.1] [2017.037] [2017.024] [2019.03]

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