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authorMartijn Visser <mgvisser@gmail.com>2021-01-17 11:57:39 +0100
committerMartijn Visser <mgvisser@gmail.com>2021-01-17 11:57:39 +0100
commit169ccbb7a0a4d64a300f111d38e1e25bddbd5182 (patch)
treeb3f00362a652d1b7ea35bbe4a974f6b0d6acb0cb /docs/source/operations
parent1e7f6c68bfb54727b855533ad00ed335b092f56a (diff)
downloadPROJ-169ccbb7a0a4d64a300f111d38e1e25bddbd5182.tar.gz
PROJ-169ccbb7a0a4d64a300f111d38e1e25bddbd5182.zip
fix a few typos in the docs
Diffstat (limited to 'docs/source/operations')
-rw-r--r--docs/source/operations/conversions/cart.rst2
-rw-r--r--docs/source/operations/operations_computation.rst8
-rw-r--r--docs/source/operations/transformations/affine.rst2
-rw-r--r--docs/source/operations/transformations/defmodel.rst2
-rw-r--r--docs/source/operations/transformations/deformation.rst2
-rw-r--r--docs/source/operations/transformations/helmert.rst2
-rw-r--r--docs/source/operations/transformations/horner.rst2
-rw-r--r--docs/source/operations/transformations/tinshift.rst2
-rw-r--r--docs/source/operations/transformations/vgridshift.rst2
9 files changed, 12 insertions, 12 deletions
diff --git a/docs/source/operations/conversions/cart.rst b/docs/source/operations/conversions/cart.rst
index 111eb7d2..239b1772 100644
--- a/docs/source/operations/conversions/cart.rst
+++ b/docs/source/operations/conversions/cart.rst
@@ -21,7 +21,7 @@ Convert geodetic coordinates to cartesian coordinates (in the forward path).
This conversion converts geodetic coordinate values (longitude, latitude,
elevation above ellipsoid) to their geocentric (X, Y, Z) representation, where
the first axis (X) points from the Earth centre to the point of longitude=0,
-latitude=0, the second axis (Y) points from the Earth centrer to the point of
+latitude=0, the second axis (Y) points from the Earth centre to the point of
longitude=90, latitude=0 and the third axis (Z) points to the North pole.
Usage
diff --git a/docs/source/operations/operations_computation.rst b/docs/source/operations/operations_computation.rst
index f1453257..af177f6c 100644
--- a/docs/source/operations/operations_computation.rst
+++ b/docs/source/operations/operations_computation.rst
@@ -27,7 +27,7 @@ This document is meant as a plain text explanation of the code for developers,
but also as a in-depth examination of what happens under the hood for curious PROJ
users. It is important to keep in mind that it is not meant to be the ultimate
source of truth of how coordinate operations should be computed. There are clearly
-implementation choices and compromises that can be questionned.
+implementation choices and compromises that can be questioned.
Let us start with an example to research operations between the NAD27 and NAD83
geographic CRS:
@@ -123,7 +123,7 @@ must be retained or discarded:
The sorting algorithm determines the order of relevance of the operations we got.
A comparison function compares pair of operations to determine which of the
-two is the most releavant. This is implemented by the :cpp:func:`operator ()`
+two is the most relevant. This is implemented by the :cpp:func:`operator ()`
method of the SortFunction structure.
When comparing two operations, the following criteria are used. The tests are
performed in the order they are listed below:
@@ -163,7 +163,7 @@ In a number of situations, the source and/or target CRS do not have an identifie
The first step is to try to find in the ``proj.db`` a CRS of the same nature of
the CRS to identify and whose name exactly matches the one provided to the
:c:func:`createOperations` method. If there is exactly one match and that the CRS are
-"computationnaly" equivalent, then use the code of the CRS for further computations.
+"computationally" equivalent, then use the code of the CRS for further computations.
If this search did not succeed, or if the previous case with known CRS identifiers
did not result in matches in the database, the search will be based on the
@@ -195,7 +195,7 @@ one can define a geographic 2D CRS (latitude, longitude), a geographic 3D crs
case, the EPSG dataset has also included two extra definitions corresponding to a
longitude, latitude, [ellipsoidal height] coordinate system, as found in the official
French IGNF registry. This IGNF registry has also definitions for a geographic 2D
-CRS (with an extra subtelty with an entry using decimal degree as unit and another
+CRS (with an extra subtlety with an entry using decimal degree as unit and another
one degree-minute-second), geographic 3D and geocentric.
For EPSG:6258, there are 7 matching (non-deprecated) geodetic CRSs:
diff --git a/docs/source/operations/transformations/affine.rst b/docs/source/operations/transformations/affine.rst
index 8b1681b3..d2a4e26b 100644
--- a/docs/source/operations/transformations/affine.rst
+++ b/docs/source/operations/transformations/affine.rst
@@ -7,7 +7,7 @@ Affine transformation
.. versionadded:: 6.0.0
The affine transformation applies translation and scaling/rotation terms on the
-x,y,z coordinates, and translation and scaling on the temporal cordinate.
+x,y,z coordinates, and translation and scaling on the temporal coordinate.
+---------------------+----------------------------------------------------------+
| **Alias** | affine |
diff --git a/docs/source/operations/transformations/defmodel.rst b/docs/source/operations/transformations/defmodel.rst
index a3f75d93..77906924 100644
--- a/docs/source/operations/transformations/defmodel.rst
+++ b/docs/source/operations/transformations/defmodel.rst
@@ -56,7 +56,7 @@ Required
Example
-------------------------------------------------------------------------------
-Transformating a point with the LINZ NZGD2000 deformation model:
+Transforming a point with the LINZ NZGD2000 deformation model:
::
diff --git a/docs/source/operations/transformations/deformation.rst b/docs/source/operations/transformations/deformation.rst
index e6cb9b88..84b87949 100644
--- a/docs/source/operations/transformations/deformation.rst
+++ b/docs/source/operations/transformations/deformation.rst
@@ -167,7 +167,7 @@ represented as a grid of velocities in three dimensions. Coordinate corrections
applied in cartesian space. For a given coordinate, :math:`(X, Y, Z)`, velocities
:math:`(V_X, V_Y, V_Z)` can be interpolated from the gridded model. The time span
between :math:`t_{obs}` and :math:`t_c` determine the magnitude of the coordinate
-correcton as seen in eq. :eq:`apply_velocity` below.
+correction as seen in eq. :eq:`apply_velocity` below.
.. math::
:label: apply_velocity
diff --git a/docs/source/operations/transformations/helmert.rst b/docs/source/operations/transformations/helmert.rst
index 34acc332..c0f6934f 100644
--- a/docs/source/operations/transformations/helmert.rst
+++ b/docs/source/operations/transformations/helmert.rst
@@ -349,7 +349,7 @@ For :math:`\mathbf{R}`, this yields:
\end{bmatrix}
-Using the small angle approxition the rotation matrix can be simplified to
+Using the small angle approximation the rotation matrix can be simplified to
.. math::
:label: rot_approx
diff --git a/docs/source/operations/transformations/horner.rst b/docs/source/operations/transformations/horner.rst
index 5c88c292..ad09e8ab 100644
--- a/docs/source/operations/transformations/horner.rst
+++ b/docs/source/operations/transformations/horner.rst
@@ -17,7 +17,7 @@ Horner polynomial evaluation
+-----------------+-------------------------------------------------------------------+
The Horner polynomial evaluation scheme is used for transformations between reference
-frames where one or both are inhomogenous or internally distorted. This will typically
+frames where one or both are inhomogeneous or internally distorted. This will typically
be reference frames created before the introduction of space geodetic techniques such
as GPS.
diff --git a/docs/source/operations/transformations/tinshift.rst b/docs/source/operations/transformations/tinshift.rst
index c29d233a..ee7ae4a6 100644
--- a/docs/source/operations/transformations/tinshift.rst
+++ b/docs/source/operations/transformations/tinshift.rst
@@ -43,7 +43,7 @@ Required
Example
-------------------------------------------------------------------------------
-Transformating a point with the Finland EPSG:2393 ("KKJ / Finland Uniform
+Transforming a point with the Finland EPSG:2393 ("KKJ / Finland Uniform
Coordinate System") projected CRS to EPSG:3067 ("ETRS89 / TM35FIN(E,N)")
::
diff --git a/docs/source/operations/transformations/vgridshift.rst b/docs/source/operations/transformations/vgridshift.rst
index d4f1f97f..5a31ae8f 100644
--- a/docs/source/operations/transformations/vgridshift.rst
+++ b/docs/source/operations/transformations/vgridshift.rst
@@ -126,7 +126,7 @@ Optional
Z_{target} = Z_{source} + multiplier \times gridvalue
The multiplier can be used to control whether the gridvalue should be added
- or sustracted, and if unit conversion must be done (the multiplied gridvalue
+ or subtracted, and if unit conversion must be done (the multiplied gridvalue
must be expressed in metre).
Note that the default is `-1.0` for historical reasons.