Difference between revisions of "Exploring Hydrological Analyses using ILWIS"
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===Catchment Merging=== |
===Catchment Merging=== |
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===Flow Length=== |
===Flow Length=== |
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− | ==== Adding factors and constraints data==== |
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− | 1) Click on insert Spatial Factor icon or click Edit>Insert>Spatial Factor to inset all 'Factors' data |
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− | [[Image:Factor1.png|400px]] |
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− | [[Image:Factor2.png|400px]] |
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− | 2) Click on Insert Spatial Constraint icon or click Edit>Insert>Spatial Constraint to insert all 'Constraints' data |
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− | [[Image:Factor3.bmp|400px]] |
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− | [[Image:Factor4.png|400px]] |
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− | ====Standardize factors and constraints==== |
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− | 1) To standardize factors, change to Multi Criteria Analysis Mode |
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− | [[Image:Standard1.png|400px]] |
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− | 2) Right click on the factor data and choose standardize |
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− | [[Image:Standard2.png|400px]] |
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− | 3) To create standard for slope, enter the minimum and maximum suitable slope values |
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− | [[Image:Standard3.png|400px]] |
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− | 4) To standardize the road data, right click on the road raster data and choose standardize. |
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− | 5) Here, I chose Cost and Goal as Method and entered range scores |
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− | [[Image:Standard4.png|400px]] |
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− | 6) Repeat the same steps to standardize waterbody |
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− | [[Image:Standard5.png|400px]] |
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− | ====Assigning weight (Pairwise)==== |
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− | 1) To assign weight, right click on the goal name (Landfill) under ‘Criteria Tree’ and choose Weigh or click on Weigh icon. |
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− | [[Image:Weight1.bmp|400px]] |
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− | 2) I chose the Interactive ‘Pairwise Method’ and clicked Ok to continue |
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− | Below are the weights assigned to each factor: |
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− | 3) Here, I clicked the drop down box and I chose ‘Road is moderately less important than Lake |
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− | [[Image:Weight2.png|400px]] |
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− | 4) Repeat the same for Road, Slope and Lake, Slope |
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− | [[Image:Weight3.png|400px]] |
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− | [[Image:Weight4.png|400px]] |
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− | Note: There are other two methods of assigning weights which also be used |
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− | Pairwise Comparison Results |
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− | [[Image:Weight5.png|400px]] |
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− | ====Running Spatial Multi Criteria Evaluation Module==== |
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− | 1) To run the SMCE module to create the suitability map for Landfill, click on Generate and choose ‘All Output’ |
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− | [[Image:SMCE_1.png|400px]] |
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− | 2) Wait a while for the analysis to finish and click Ok to view the map |
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− | [[Image:Landfill1.bmp|400px]] |
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− | Figure 14: Screenshot showing Suitable Landfill Sites |
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− | ====Interpretation of Result==== |
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− | SMCE map shows values ranging from 0-1; a value of 0 denoted with colour Red indicates less suitable areas. The more the values move towards 1, the more acceptable such areas are, i.e. transitions from Yellow to lemon and finally Green indicates the most suitable sites. |
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==Conclusion== |
==Conclusion== |
Revision as of 13:15, 20 December 2014
Contents
- 1 Purpose
- 2 Introduction to ILWIS and the Project Tutorial
- 3 Methods
- 4 Conclusion
- 5 References
Purpose
This Wiki tutorial has been produced for the purpose of exploring and describing the methods used for hydrological analyses in ILWIS (a FOSS4G program). The objective of this tutorial is to provide users with a better understanding of how the hydrological analyses within ILWIS works, in addition to providing the instructions necessary to reach the desired output for their study region. Additionally, this tutorial will allow for comparison of ILWIS and SAGA GIS, using the same data for analysis as the Exploring Hydrological Analyses using SAGA GIS tutorial from 2013.
Introduction to ILWIS and the Project Tutorial
ILWIS stands for "Integrated Land and Water Information System". It is a open source Geographic Information System software program that was designed to be a user-friendly integrated software that contains both raster and vector processing capabilities, allowing for both analyses on remotely sensed images, vector maps and numerous spatial modeling abilities. ILWIS was developed by the International Institute for Aerospace Survey and Earth Sciences (ITC) in The Netherlands. This tutorial will focus on its ability to use Digital Elevation Models (DEMs)to run hydrological analyses of a study region. More information about this product can be found on the ILWIS Website
This project will focus on hydrological analysis of Okanagan Lake, a popular tourist destination in British Columbia, Canada. The tutorial will cover topics such as Aspect mapping, Slope mapping, Watershed Delineation mapping and Wetness Index mapping through the use of ILWIS hydrological analysis tools.
Methods
Data and Programs
In order to carry out this exercise, a DEM of the area of interest is needed. For this project a open source DEM was obtained using the Geospatial Data Extractiontool created by Natural Resources Canada.
For DEMs located outside of Canada open source DEMs can be obtained from ASTER and SRTM Global Digital Elevation Model - USGS
This turtorial explores the hydrological toolset for ILWIS, but the use of open-source program QGIS is needed as well. This can be downloaded fromthe QGIS website
Getting Started
Before starting any analysis, create your working folder and ensure all data needed for the exercise are in this folder. Keeping all your data in one folder will make analysis easier.
Starting ILWIS
ILWIS 3.08.03 can be downloaded for free from 52 North.The newer version of ILWIS 3.08.04 is available but do not download this one, as a bug does not allow you to import DEMs into this version.
- Ensure that ILWIS 3.08.03 is properly installed on your computer
- Locate ILWIS from the Program list and double click on the icon to launch program.
- ILWIS main page will open
- Use the ILWIS Navigator Tab to locate your working folder. The Navigator lists all drivers and directories.
INSERT main page picture here
Figure ??: Screenshot of ILWIS Interface
Importing DEMs
1) Click Operations --> Import/Export --> GDAL (Geospatial Data Abstraction Library)
printscreen
2) An Import window will open
3) Click to the DEM you want to import and ensure that the import format is Use GDAL.
5) Give your Output DEM a name and click OK
6) To view your DEM go to Operations -> Visualization -> Show map. A new window will open with the DEM.
Projecting a DEM in QGIS
Fill Sinks in a DEM
Create Flow Direction Map
Create a Flow Accumulation Map
DEM to Slope
Drainage Network
Drainage Network Extraction
Drainage Network Ordering
Catchment Merging
Flow Length
Conclusion
This tutorial showed the steps required for suitability mapping for landfill in the City of Ottawa, using the analytical functions of SMCE module in ILWIS software. Decision Tree wizard was used to add factors and constraints; to standardize and assign weights to the constraints and factors for successful execution of the decision processes. Finally, SMCE analysis was carried out to derive the suitability map for the landfill.
References
- Agus (2011), Modeling Spatial Analysis for Identifying Landslides Areas in Sumedang
http://www.scribd.com/doc/76923076/Analysis-spatial-using-ILWIS
- Mohammed A. Sharifi and Vasilios Retsios,(2004), Site selection for waste disposal through spatial multiple criteria decision analysis
http://www.itl.waw.pl/czasopisma/JTIT/2004/3/28.pdf
- Multi Hazard Risk Assessment
http://www.ecapra.org/sites/default/files/documents/Book%20Multi%20Hazard%20Risk%20Assessment_0.pdf
- 52 North