Wiki » History » Version 294
Giulio Di Anastasio, 06/05/2021 15:05
1 | 1 | Philippe May | h1. %{color:BLUE} Wiki% |
---|---|---|---|
2 | 227 | Giulio Di Anastasio | |
3 | 232 | Giulio Di Anastasio | h1. [[CSR Geomatics Team]] |
4 | 231 | Giulio Di Anastasio | |
5 | 229 | Giulio Di Anastasio | h1. [[Collaborations]] |
6 | 229 | Giulio Di Anastasio | |
7 | 240 | Giulio Di Anastasio | h1. [[Data Analysis]] |
8 | 234 | Giulio Di Anastasio | |
9 | 241 | Giulio Di Anastasio | h1. [[CSR Geomatics Server Setup]] |
10 | 234 | Giulio Di Anastasio | |
11 | 245 | Giulio Di Anastasio | h1. [[Database Backup and Restoration]] |
12 | 243 | Giulio Di Anastasio | |
13 | 243 | Giulio Di Anastasio | h1. [[CAD to GIS Workflow]] %{color:RED} - TO BE UPDATED% |
14 | 248 | Giulio Di Anastasio | |
15 | 246 | Giulio Di Anastasio | h1. [[GIS Conventions]] |
16 | 246 | Giulio Di Anastasio | |
17 | 252 | Giulio Di Anastasio | h1. [[Working with Gisaf]] |
18 | 96 | Selvarani C | |
19 | 92 | Selvarani C | h1. [[Gisaf Workflow]] |
20 | 252 | Giulio Di Anastasio | |
21 | 256 | Giulio Di Anastasio | h1. [[GIS to CAD Workflow]] %{color:RED} - TO BE UPDATED% |
22 | 94 | Selvarani C | |
23 | 285 | Giulio Di Anastasio | h1. [[Rain gauges]] |
24 | 285 | Giulio Di Anastasio | |
25 | 257 | Giulio Di Anastasio | h1. [[Weather Station]] |
26 | 142 | Selvarani C | |
27 | 259 | Giulio Di Anastasio | h1. [[GDAL - Useful Tips]] |
28 | 5 | Philippe May | |
29 | 262 | Giulio Di Anastasio | h1. [[Gisaf - Auxiliary Data (non-geographical data)]] |
30 | 143 | Selvarani C | |
31 | 264 | Giulio Di Anastasio | h1. [[QGis - Useful Tips]] |
32 | 264 | Giulio Di Anastasio | |
33 | 266 | Giulio Di Anastasio | h1. [[AutoCAD Civil 3D - Useful Tips]] |
34 | 266 | Giulio Di Anastasio | |
35 | 280 | Giulio Di Anastasio | h1. [[Wells]] |
36 | 8 | Philippe May | |
37 | 272 | Giulio Di Anastasio | h1. [[Gisaf Data Modifications]] |
38 | 272 | Giulio Di Anastasio | |
39 | 274 | Giulio Di Anastasio | h1. [[Other Useful Softwares]] |
40 | 272 | Giulio Di Anastasio | |
41 | 286 | Giulio Di Anastasio | h1. [[Portable Ultrasonic Flow Meter]] |
42 | 262 | Giulio Di Anastasio | |
43 | 1 | Philippe May | |
44 | 274 | Giulio Di Anastasio | |
45 | 274 | Giulio Di Anastasio | |
46 | 107 | Selvarani C | |
47 | 110 | Selvarani C | |
48 | 110 | Selvarani C | |
49 | 110 | Selvarani C | |
50 | 113 | Selvarani C | |
51 | 270 | Giulio Di Anastasio | |
52 | 270 | Giulio Di Anastasio | |
53 | 119 | Selvarani C | |
54 | 119 | Selvarani C | |
55 | 128 | Selvarani C | |
56 | 128 | Selvarani C | |
57 | 129 | Selvarani C | |
58 | 1 | Philippe May | |
59 | 132 | Selvarani C | |
60 | 177 | Selvarani C | |
61 | 133 | Selvarani C | |
62 | 133 | Selvarani C | |
63 | 133 | Selvarani C | |
64 | 1 | Philippe May | |
65 | 68 | Giulio Di Anastasio | h1. How to create a new projection in QGis |
66 | 68 | Giulio Di Anastasio | |
67 | 68 | Giulio Di Anastasio | To create a new projection in QGis, go to menu "Settings", and click on "Custom Projections". |
68 | 68 | Giulio Di Anastasio | A pop-up window appears with a list of all projections defined in QGis projects used by the user so far. |
69 | 68 | Giulio Di Anastasio | Click on the green "+" sign on the right top part of the window to create a new projection. |
70 | 68 | Giulio Di Anastasio | In the "Name" box, type "TM CSRAUSPOS SF1" (which means TM = Transverse Mercator projection; CSRAUSPOS = theparameters for this projection are derived from the processing of DGPS raw data by AUSPOS - Online GPS Processing Service - https://www.ga.gov.au/scientific-topics/positioning-navigation/geodesy/auspos; SF1 = Scale Factor is 1). |
71 | 68 | Giulio Di Anastasio | In the "Format" dropdown list, select "Proj String (legacy - Not Recommended)" |
72 | 68 | Giulio Di Anastasio | In the "Parameters" box, paste the following "+proj=tmerc +lat_0=12.01605433+lon_0=79.80998934 +k=1 +x_0=370455.630 +y_0=1328608.994 +ellps=WGS84+towgs84=0,0,0,0,0,0,0 +units=m +no_defs". |
73 | 68 | Giulio Di Anastasio | |
74 | 68 | Giulio Di Anastasio | Finally, click on OK. |
75 | 68 | Giulio Di Anastasio | |
76 | 68 | Giulio Di Anastasio | In a more explicit way, the parameters mean the following: |
77 | 68 | Giulio Di Anastasio | Map Projection: TransverseMercator (TM) |
78 | 68 | Giulio Di Anastasio | False Easting: 370455.6300 |
79 | 68 | Giulio Di Anastasio | False Northing: 1328608.9940 |
80 | 68 | Giulio Di Anastasio | Latitude of Origin: 12°00'57.79560" (DMS) 12.01605433 (DD) |
81 | 68 | Giulio Di Anastasio | Central Meridian: 79°48'35.96164" (DMS) 79.80998934 (DD) |
82 | 68 | Giulio Di Anastasio | Scale Factor: 1.00000000 |
83 | 68 | Giulio Di Anastasio | Zone Width: 6.0° |
84 | 69 | Giulio Di Anastasio | |
85 | 69 | Giulio Di Anastasio | h1. Elimination of Duplicate points – General criteria |
86 | 69 | Giulio Di Anastasio | |
87 | 69 | Giulio Di Anastasio | It might happen that the same physical feature (e.g. a tree, or a pole) is surveyed more than once: this can happen because there are many physical features in an area, and the survey needs more than one station. So, for example a tree is surveyed from a station, and gets a serial number on that date. When the station is then changed, it might happen that the same tree is resurveyed: another serial number is given, and possibly a different date, if the survey from the second station happened on a different day. |
88 | 69 | Giulio Di Anastasio | It is clear that the same tree is then represented with two different points, which means that two different trees exist: but only one tree really exist in the physical reality. |
89 | 69 | Giulio Di Anastasio | It is clear that one of the two points is redundant and needs to be removed. If this is noted by the surveyor directly in the field, then the issue is solved by the surveyor himself during processing time. |
90 | 69 | Giulio Di Anastasio | If instead, due to various reasons, it was not noted by the surveyor in the field, it will need to be cleaned after the processing, possibly by post-processing staff. |
91 | 69 | Giulio Di Anastasio | How to identify duplicate points? |
92 | 69 | Giulio Di Anastasio | The following criteria can be used: |
93 | 69 | Giulio Di Anastasio | 1. The distance between the two points is less than 30 cm (trees are surveyed if their trunk diameter is at least about 20 cm, so in 30 cm cannot exist two of them) |
94 | 69 | Giulio Di Anastasio | 2. The orig_id (serial number) of the points are not in series |
95 | 69 | Giulio Di Anastasio | 3. The survey date is not the same |
96 | 69 | Giulio Di Anastasio | 4. In case of trees, the species of trees is the same |
97 | 69 | Giulio Di Anastasio | 5. 5. In case of trees, the tree type is not TDEF (because TDEF are mapped irrespective of their diameter, so they can actually have a small trunk, and two of them might exist in 30 cm), not OT (many TDEF species are surveyed as OT if not otherwise indicated by a botanist) |
98 | 69 | Giulio Di Anastasio | 6. The context needs to be evaluated: if one tree is deleted in an area where many trees exist in a limited space, then loosing one in the map is not a big error. If instead one tree is deleted where there are very few trees, then it might be a big loss. |
99 | 70 | Giulio Di Anastasio | |
100 | 70 | Giulio Di Anastasio | |
101 | 70 | Giulio Di Anastasio | h1. Linework for the Survey Area |
102 | 70 | Giulio Di Anastasio | |
103 | 70 | Giulio Di Anastasio | h2. 1. Creation of Initial Linework in QGIS using Survey points import - (Ram, System 4) |
104 | 70 | Giulio Di Anastasio | |
105 | 70 | Giulio Di Anastasio | Initial Linework in QGIS is started by surveyor with the knowledge from the Field. For this step, points are simply imported into the QGIS from the field text file (.csv or .txt). CRS needs to be TM-AUSPOS. The box of “First record has field names” shall not be ticked. In Point Coordinates, select the correct field for x, for y and for z (usually “field_2” for x, “field_3” for y and “field_4” for z). Points can be styled using the “Categorized” style in “Symbology”, using “Field_5” as value, or using a Rule-based symbology using the category (field 5) as filter. |
106 | 74 | Selvarani C | Linework is created by connecting points having same description and belonging to the same physical feature. *All line and polygon features are created as lines*. |
107 | 70 | Giulio Di Anastasio | The Initial Linework for the Survey Area is also stored temporarily in |
108 | 70 | Giulio Di Anastasio | |
109 | 74 | Selvarani C | +D: > AVSM > Zone-Survey number (eg RZ-01) > Survey Area (eg J) > Temporary WD+ |
110 | 70 | Giulio Di Anastasio | |
111 | 70 | Giulio Di Anastasio | h2. Note: The line shapefiles / Geopackages shall be in CRS: TM AUSPOS |
112 | 70 | Giulio Di Anastasio | |
113 | 70 | Giulio Di Anastasio | h2. 2. Creation of final working drawing Shapefiles / Geopackages - (Selvarani, System 1) |
114 | 1 | Philippe May | |
115 | 1 | Philippe May | Final working drawing Shapefiles / Geopackages are created from the Initial Linework of Survey Area. |
116 | 70 | Giulio Di Anastasio | As the Surveyor draws all features as lines (both for lines and polygons features), the following actions shall be done: |
117 | 74 | Selvarani C | 1. *If features are lines:* |
118 | 70 | Giulio Di Anastasio | • Export the shapefile / geopackage into the final working drawing folder (Final WD), in separate folders according to its type (e.g. BLDG, FENC, ROAD, etc). |
119 | 70 | Giulio Di Anastasio | |
120 | 70 | Giulio Di Anastasio | h2. The CRS for the export shall be EPSG:4326 - WGS 84 |
121 | 70 | Giulio Di Anastasio | |
122 | 74 | Selvarani C | 2. *If features are polygons:* |
123 | 1 | Philippe May | • Lines shall be converted into polygons: |
124 | 74 | Selvarani C | |
125 | 1 | Philippe May | to do it, first click on the layer to be converted to make it active (e.g. WD-CZ-01-F-LL84_V-BLDG-MHOL------E), then go to “Vector” Menu, click on Geometry Tools, click on Line to Polygons: |
126 | 87 | Selvarani C | |
127 | 84 | Selvarani C | !https://redmine.auroville.org.in/attachments/download/9760/Line%20to%20Polygon%20Menu.png! |
128 | 70 | Giulio Di Anastasio | |
129 | 86 | Selvarani C | |
130 | 1 | Philippe May | The new window for “Lines to Polygons” conversion will appear: |
131 | 86 | Selvarani C | |
132 | 86 | Selvarani C | |
133 | 83 | Selvarani C | !https://redmine.auroville.org.in/attachments/download/9762/Lines%20to%20Polygon%20Window.png! |
134 | 1 | Philippe May | |
135 | 71 | Giulio Di Anastasio | • Always cross check the input layer, to make sure that the input layer is the active one |
136 | 71 | Giulio Di Anastasio | • Save the output in a temporary layer |
137 | 74 | Selvarani C | • The temporary layer will be listed in the list of layers, it shall be exported to the saving location as +D: > Survey > Zone-Survey Number > Final WD > Survey Area SHP+ (eg . D: > Survey > GB-01 > Final WD > A-Shp) |
138 | 72 | Giulio Di Anastasio | |
139 | 74 | Selvarani C | h2. The CRS for the export shall be EPSG:4326 - WGS 84 |
140 | 74 | Selvarani C | |
141 | 72 | Giulio Di Anastasio | Once all the shapefiles / geopackages are exported in Final WD, for each of the newly exported layers the Topology Checker Tool shall be used. |
142 | 1 | Philippe May | |
143 | 74 | Selvarani C | h2. Linework for the whole Survey Zone |
144 | 74 | Selvarani C | |
145 | 74 | Selvarani C | h2. 1. Merging Shapefiles / Geopackages - (Selvarani, System 1) |
146 | 74 | Selvarani C | |
147 | 72 | Giulio Di Anastasio | A copy of the Zone Master shapefiles / geopackages are taken from System 4 and stored in Temp Folder on Desktop in System 1. |
148 | 1 | Philippe May | Master shapefiles / geopackages are merged with the Survey Area shapefiles / geopackages: |
149 | 72 | Giulio Di Anastasio | • To do it, go to “Vector” Menu, click on Geoprocessing Tools, then click on Union: |
150 | 72 | Giulio Di Anastasio | |
151 | 85 | Selvarani C | !https://redmine.auroville.org.in/attachments/download/9763/Union%20Menu.png! |
152 | 1 | Philippe May | |
153 | 1 | Philippe May | |
154 | 85 | Selvarani C | The new window for “Union” will appear: |
155 | 1 | Philippe May | |
156 | 86 | Selvarani C | |
157 | 86 | Selvarani C | !https://redmine.auroville.org.in/attachments/download/9764/Union%20Window.png! |
158 | 73 | Giulio Di Anastasio | |
159 | 74 | Selvarani C | • To make sure that the right geometry is generated by this process (“line” type, not “Multiline”, and similarly “Polygon” type, not “Multipolygon), we need to always keep the *Master shapefile* (e.g. Final-CZ-01-2021-02-05-LL84_V-BLDG-MHOL------E) *as Input layer*, and the Survey Area shapefile as Overlay Layer (e.g. WD-CZ-01-F-LL84_V-BLDG-MHOL------E). |
160 | 73 | Giulio Di Anastasio | • (The output can be saved to a file, as the CRS should already be EPSG4326 – WGS84.) |
161 | 73 | Giulio Di Anastasio | |
162 | 74 | Selvarani C | h2. 2. Storing Shapefiles / Geopackages - (Selvarani, System 1) |
163 | 74 | Selvarani C | |
164 | 74 | Selvarani C | Save the merged shape file in the correct location in Final folder as +D: > Survey > Zone-Survey Number > Final+ (eg . D: > Survey > GB-01 > Final) |
165 | 73 | Giulio Di Anastasio | Date in the name of Final Shapefile / Geopackage needs to be updated. |
166 | 73 | Giulio Di Anastasio | Once the merging operation is completed, the copy of Master shapefile / geopackage is deleted from the Temp folder. |
167 | 73 | Giulio Di Anastasio | |
168 | 74 | Selvarani C | h2. 3. Topology check of merged shapefiles |
169 | 74 | Selvarani C | |
170 | 73 | Giulio Di Anastasio | The topology checker is applied again on the merged shapefiles / geopackages. |
171 | 73 | Giulio Di Anastasio | The “id_field” shall be removed from the attribute table. |
172 | 73 | Giulio Di Anastasio | |
173 | 74 | Selvarani C | h2. 4. Archive and replace the Master Shapefiles / Geopackages (Ram, System 4) |
174 | 74 | Selvarani C | |
175 | 73 | Giulio Di Anastasio | Archive the previous master shapefiles / geopackages on system 4, and copy the new merged shapefiles / geopackages in its place. |
176 | 74 | Selvarani C | *Then delete the Merged Shapefile / Geopackage folder from System 1. |
177 | 74 | Selvarani C | * |
178 | 73 | Giulio Di Anastasio | |
179 | 74 | Selvarani C | h2. 5. Note about Shapefiles and Geopackages |
180 | 73 | Giulio Di Anastasio | |
181 | 73 | Giulio Di Anastasio | All the above works are usually done using shapefile format, in QGIS latest version (3.16.3). |
182 | 221 | Selvarani C | The Geopackage export is done in QGis versions older than 3.12 (e.g. 3.4, 3.6, 3.8, 3.10) so that the lines are not saved as “Multilines” but as “Lines”and polygons are not saved as “Multipolygons” but as “Polygons”. This is very important to be noted, as Gisaf database does not accept the Multipolygon and Multiline geometry types. |
183 | 221 | Selvarani C | A different way to create "Polygons" is to use the command Vector -> Geometry Tools -> Multipart to Single Parts and apply it to the layer: from "Multipolygon" it will become "Polygon" (check in layer Properties). |
184 | 222 | Selvarani C | As on 13 March 2021, Gisaf can accept Multipolygon layers, because the command "Multipart to Single parts" has been integrated into the importing command (see Redmine ticket #11691) |
185 | 223 | Selvarani C | |
186 | 223 | Selvarani C | h1. Creating 3D Shapefile/Geopackage |
187 | 223 | Selvarani C | |
188 | 223 | Selvarani C | While creating a Shapefile/Geopackage, the File name/Database-table name, Geometry type and CRS have to be entered. |
189 | 223 | Selvarani C | In order to create a 3D Shapefile/Geopackage, the additional dimensions *"Z(+M values)"/ "Include Z dimension"* has to be ticked: this way the 3D Shapefile/Geopackage is accepted by Gisaf without errors, otherwise the Shapefile/Geopackage can't be imported in Gisaf because the Z dimension is missing (the geometries in the database are all 3D). |
190 | 224 | Giulio Di Anastasio | |
191 | 224 | Giulio Di Anastasio | h1. Exporting from QGis (shapefiles and/or geopackages) to CAD dxf format |
192 | 224 | Giulio Di Anastasio | |
193 | 226 | Giulio Di Anastasio | An algorithm has been created by Selvarani, to see the whole process click here: |
194 | 226 | Giulio Di Anastasio | https://redmine.auroville.org.in/projects/gis/wiki/Automatic_export_from_QGis_to_dxf |