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University of Duhok, UOD
Faculty of Agriculture & Forestry
Soil & Water Sciences
1
Catchment Delineation
Prepared By:
Mr. Marwan B. I. Govay
18-Feb. -2014
Catchment Delineation Workflow
• Given is a GPS point (Lat./Long.) for an outlet
location.
• The outlet could be a proposed Dam site, a
storm water drainage culvert on a rural
highway, or any other feature that is believed to
be attacked by a stream.
• It is required to define the catchment that
attacks the outlet point: Compute catchment
parameters (area, slope, length,…etc) 2
Steps:
1. Preparation
Preparing the DEM, Satellite images,.. etc
2. Delineating the Catchment
Initial Delineation inside WMS
3. Streams Verification
Correcting the streams as needed
4. Visualizing the Catchment
3
Software Needed:
– Global Mapper
–WMS
– Google Satellite Maps Downloader
– Google Earth
4
Latitude 36.498059° N
Longitude 42.601192° E
5
Flow direction identified visually from Satellite Image and Elevation in Google Earth
6
Added a place mark ,it Anywhere. And
adjust the of the place mark as GPS
point
Goto . (geocomm.com),
7
Go to the Geocommunity website Press “I” from the Data
– Country Index & Select IRAQ from the country list
8
Select Nation Wide Data Select the “Hydrography – 1M – E00 Format.
-Select to download the “Drainage – Network” E00file. Data is free of charge.
-You will need to have a geo- Community account in order to download the
data. After download, named “IRAQ-DNNET.E00”
Shuttle Radar Topographic Mission (SRTM)
A file with the E00 file extension is an ArcInfo
Coverage Export file.
9
Open “Global Mapper” Program Drag and Drop the “IRAQ Dnnet.e00” file that we have just downloaded into the main window. Press OK on the
error message that appears
10
All drainage network of IRAQ shall
appear now on the screen
11
Go to File > Export Vector Format
12
13
14
15
16
17
Now contour lines are displayed in the
main window.
The file is projected in UTM zone 38 now
Go to the drainage Module. Go to DEM > Compute
TOPAZ Flow Data to calculate the flow accumulations
18
19
20
21
22
23
24
25
26
27
28

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1 catchment delineation.ppt

  • 1. University of Duhok, UOD Faculty of Agriculture & Forestry Soil & Water Sciences 1 Catchment Delineation Prepared By: Mr. Marwan B. I. Govay 18-Feb. -2014
  • 2. Catchment Delineation Workflow • Given is a GPS point (Lat./Long.) for an outlet location. • The outlet could be a proposed Dam site, a storm water drainage culvert on a rural highway, or any other feature that is believed to be attacked by a stream. • It is required to define the catchment that attacks the outlet point: Compute catchment parameters (area, slope, length,…etc) 2
  • 3. Steps: 1. Preparation Preparing the DEM, Satellite images,.. etc 2. Delineating the Catchment Initial Delineation inside WMS 3. Streams Verification Correcting the streams as needed 4. Visualizing the Catchment 3
  • 4. Software Needed: – Global Mapper –WMS – Google Satellite Maps Downloader – Google Earth 4 Latitude 36.498059° N Longitude 42.601192° E
  • 5. 5 Flow direction identified visually from Satellite Image and Elevation in Google Earth
  • 6. 6 Added a place mark ,it Anywhere. And adjust the of the place mark as GPS point
  • 7. Goto . (geocomm.com), 7 Go to the Geocommunity website Press “I” from the Data – Country Index & Select IRAQ from the country list
  • 8. 8 Select Nation Wide Data Select the “Hydrography – 1M – E00 Format. -Select to download the “Drainage – Network” E00file. Data is free of charge. -You will need to have a geo- Community account in order to download the data. After download, named “IRAQ-DNNET.E00” Shuttle Radar Topographic Mission (SRTM) A file with the E00 file extension is an ArcInfo Coverage Export file.
  • 9. 9 Open “Global Mapper” Program Drag and Drop the “IRAQ Dnnet.e00” file that we have just downloaded into the main window. Press OK on the error message that appears
  • 10. 10 All drainage network of IRAQ shall appear now on the screen
  • 11. 11 Go to File > Export Vector Format
  • 12. 12
  • 13. 13
  • 14. 14
  • 15. 15
  • 16. 16
  • 17. 17 Now contour lines are displayed in the main window. The file is projected in UTM zone 38 now Go to the drainage Module. Go to DEM > Compute TOPAZ Flow Data to calculate the flow accumulations
  • 18. 18
  • 19. 19
  • 20. 20
  • 21. 21
  • 22. 22
  • 23. 23
  • 24. 24
  • 25. 25
  • 26. 26
  • 27. 27
  • 28. 28