Merge pull request #3332 from OSGeo/backport-3331-to-9.1

[Backport 9.1] Fix typos/formatting in tutorials
OSGeo · Sep 20, 2022 · 372e2fb · 372e2fb
2 parents 8de96ed + 53d8bb5
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diff --git a/docs/source/tutorials/EUREF2019/answers.rst b/docs/source/tutorials/EUREF2019/answers.rst
@@ -3,7 +3,7 @@
 Answers to the PROJ tutorial exercises
 ++++++++++++++++++++++++++++++++++++++++
 
-Projections.1: UTM
+Projections1: UTM
 -------------------
 
 .. code-block::
@@ -13,7 +13,7 @@ Projections.1: UTM
     3.      +proj=utm +zone=35 +ellps=intl
 
 
-Projections2.: LCC
+Projections2: LCC
 -------------------
 
 .. code-block::
@@ -117,7 +117,7 @@ Pipelines
                 Without the push/pop steps the height would be affected by
                 the Helmert step.
 
-Projections.3: Tranverse Mercator
+Projections3: Tranverse Mercator
 ---------------------------------
 
 .. code-block::

diff --git a/docs/source/tutorials/EUREF2019/exercises/gridshift.gie b/docs/source/tutorials/EUREF2019/exercises/gridshift.gie
@@ -58,7 +58,7 @@ expect      12.9983317082   51.9986488216   0.0
 2. Vertical gridshifting
 -------------------------------------------------------------------------------
 The most common use case for vertical grid shifts is transformation from
-ellipsoidal heights to physical heights. In most cases this is equvialent to
+ellipsoidal heights to physical heights. In most cases this is equivalent to
 applying an offset from a geoid model, which is exactly what we will do in this
 exercise.
 

diff --git a/docs/source/tutorials/EUREF2019/exercises/gridshift.rst b/docs/source/tutorials/EUREF2019/exercises/gridshift.rst
@@ -46,7 +46,7 @@ Define the operation that converts from DE_DHDN to ETRS89 using a gridshift.
 -------------------------
 
 The most common use case for vertical grid shifts is transformation from
-ellipsoidal heights to physical heights. In most cases this is equvialent to
+ellipsoidal heights to physical heights. In most cases this is equivalent to
 applying an offset from a geoid model, which is exactly what we will do in this
 exercise.
 

diff --git a/docs/source/tutorials/EUREF2019/exercises/helmert.rst b/docs/source/tutorials/EUREF2019/exercises/helmert.rst
@@ -74,7 +74,7 @@ for further detail.
 3. Position vector/Coordinate frame
 ------------------------------------
 
-Effectively, the difference between the two rotation convetions is the sign of
+Effectively, the difference between the two rotation conventions is the sign of
 the rotation parameters. In this exercise we will examine this property by
 looking at a transformation between the German DHDN reference system and ETRS89.
 
@@ -116,7 +116,7 @@ transformation from ITRF2008 to ITRF2014.
 
 .. hint:: 
 
-    Pay attention to the units of the parameteres output by projinfo,
+    Pay attention to the units of the parameters output by projinfo,
     you may have to convert them to standard units (e.g. mm -> m).
 
 .. hint:: 

diff --git a/docs/source/tutorials/EUREF2019/exercises/pipelines.gie b/docs/source/tutorials/EUREF2019/exercises/pipelines.gie
@@ -149,7 +149,7 @@ Hints:
       to your advantage and put each step on it's own separate line for easier
       reading
 
-    - You can use projinfo to get more knownledge about a particular CRS:
+    - You can use projinfo to get more knowledge about a particular CRS:
 
         projinfo <CRS name or code>
 

diff --git a/docs/source/tutorials/EUREF2019/exercises/pipelines.rst b/docs/source/tutorials/EUREF2019/exercises/pipelines.rst
@@ -127,7 +127,7 @@ the pipeline and answer the following questions:
     reading
 
 .. hint:: 
-    You can use projinfo to get more knownledge about a particular CRS::
+    You can use projinfo to get more knowledge about a particular CRS::
 
         projinfo <CRS name or code>
 

diff --git a/docs/source/tutorials/EUREF2019/exercises/projections1.rst b/docs/source/tutorials/EUREF2019/exercises/projections1.rst
@@ -10,7 +10,7 @@ to use a different ellipsoid than the default (GRS80).
 
 Download the :program:`gie` file for the exercise: :download:`projections1.gie <projections1.gie>`.
 
-Exercise 1: Seting up a projection
+Exercise 1: Setting up a projection
 -----------------------------------
 
 Set up a UTM projection for use in Estonia.

diff --git a/docs/source/tutorials/EUREF2019/index.rst b/docs/source/tutorials/EUREF2019/index.rst
@@ -10,15 +10,15 @@ Introduction
 
 This tutorial was developed for the EUREF 2019 Symposium as an introduction
 to geodetic transformations in PROJ. The intended audience was geodesist in
-governental geodetic agencies but the tutorial should be of interest to a
+governmental geodetic agencies but the tutorial should be of interest to a
 broader group of people within GIS, remote sensing and related fields.
 
 The tutorials gives insight into how transformations are set up using the
 "PROJ language" as well as introduce most of the command line applications
 packaged with PROJ. In the tutorial properties of several common projections
 and transformations are investigated.
 
-The turotial requires a working installation of PROJ. Consult the
+The tutorial requires a working installation of PROJ. Consult the
 :ref:`chapter on installing PROJ <install>`.
 
 How to fill out the PROJ tutorial exercises