Difference between revisions of "Terrain analysis for urban storm water modelling using Mapwindow in Surrey"

From CUOSGwiki
Jump to navigationJump to search
 
Line 65: Line 65:
 
'''Mapwindow Setup'''
 
'''Mapwindow Setup'''
   
  +
Firstly, download the files to your working directory, and ensure that Mapwindow is properly installed and functional. Secondly, you need to specify in Mapwindow which projection the data is using. For this project the data is projected in Geographi NAD83, and can be set using the following steps
First, have the data you intend to use on hand before setting up the software, and be aware in which folder the data is found in. Make sure the Mapwindow software is properly installed on your computer and test it to make sure it is fully functional. Secondly the DEM downloaded came in Geographi NAD83 projection which you need to specify in Mapwindow.
 
 
 
 
To do this go to botton left corner and choose projection. [[File:Project.png|100px]]
 
To do this go to botton left corner and choose projection. [[File:Project.png|100px]]
   
Click on the Project -> New tab to open a brand new project.
+
Click on the '''Project''' '''New tab''' to open a brand new project.
   
 
[[File:Example.png|600px]]
 
[[File:Example.png|600px]]
   
''Figure 1: Opening new project in Mapwindow''
+
''Figure 2: Opening new project in Mapwindow''
   
   
 
'''Import DEM and Watershed Delineation processes'''
 
'''Import DEM and Watershed Delineation processes'''
   
• Select the DEM. Go to Watershed Delineation ->Advanced TauDEm Functions-> Select DEM
+
• Select the DEM. '''Go to Watershed Delineation''' → '''Advanced TauDEm Functions''' → '''Select DEM'''
   
 
[[File:DEM.PNG|400px]]
 
[[File:DEM.PNG|400px]]
   
''Figure 2: Opening DEM''
+
''Figure 3: Opening DEM''
   
• Fill the pits. Go to Watershed Delineation-> Advanced TauDEm Functions-> DEM Processing Functions-> Fill Pits
+
• Fill the pits. '''Watershed Delineation''' → '''Advanced TauDEm Functions''' → '''DEM Processing Function''' → '''Fill Pits'''
   
 
Pits are the cells surrounded by higher elevation cells which could interfere later on during the routing process. Pits are identified by removing and raising its elevation to the lowest one around its edge.
 
Pits are the cells surrounded by higher elevation cells which could interfere later on during the routing process. Pits are identified by removing and raising its elevation to the lowest one around its edge.
Line 90: Line 90:
 
[[File:Pits.PNG|400px]]
 
[[File:Pits.PNG|400px]]
   
''Figure 3: DEM with pits filled''
+
''Figure 4: DEM with pits filled''
   
   
Line 96: Line 96:
   
   
Go to Watershed Delineation -> Advanced TauDEm Functions -> DEM Processing Functions -> D8 Flow Direction
+
'''Watershed Delineation''' '''Advanced TauDEm Functions''' '''DEM Processing Functions''' '''D8 Flow Direction'''
   
 
[[File:D8.PNG|400px]]
 
[[File:D8.PNG|400px]]
   
''Figure 4: Flow direction grid''
+
''Figure 5: Flow direction grid''
   
• Next click to Watershed Delineation -> Advanced TauDEm Functions -> DEM Processing Functions -> Dinf Flow Direction
+
• Next, '''Watershed Delineation''' '''Advanced TauDEm Functions''' '''DEM Processing Functions''' '''Dinf Flow Direction'''
 
This assigns flow direction based on the D-infinity flow method using the steepest slope of a triangular facet. The flow direction is the steepest downward slope on planar triangular facets on a block centered grid (Man, 2011).
 
This assigns flow direction based on the D-infinity flow method using the steepest slope of a triangular facet. The flow direction is the steepest downward slope on planar triangular facets on a block centered grid (Man, 2011).
   
 
[[File:DifFlow.PNG|400px]]
 
[[File:DifFlow.PNG|400px]]
   
''Figure 5: Flow direction''
+
''Figure 6: Flow direction''
   
Go to Watershed Delineation -> Advanced TauDEm Functions->> DEM Processing Functions-> D8 Contributing Area
+
'''Watershed Delineation''' '''Advanced TauDEm Functions''' → '''DEM Processing Functions''' → '''D8 Contributing Area'''
   
 
[[File:Conta.PNG|400px]]
 
[[File:Conta.PNG|400px]]
   
''Figure 6: DEM of contributing areas''
+
''Figure 7: DEM of contributing areas''
   
Then, verify that the shape file editor is selected , (Pug-ins -> Shape file editor)and select new to create
+
Then, verify that the shape file editor is selected , ('''Plug-ins''' '''Shape file editor''')and select new to create
 
new shape file and click in the cell that will be the outlet.
 
new shape file and click in the cell that will be the outlet.
   
 
[[File:point.PNG|400px]]
 
[[File:point.PNG|400px]]
   
''Figure 7: New point shapefile''
+
''Figure 8: New point shapefile''
   
Now a pop-up will appear that an empty shapefile was created. Accepot and press OK. Now zoom
+
Now a pop-up will appear that an empty shapefile was created. Accept and press OK. Now zoom
 
to the where the outlet is to be created, click on add new shapefile, and click in the outlet cell.
 
to the where the outlet is to be created, click on add new shapefile, and click in the outlet cell.
   
• To illustrate the contributing area, go to Watershed Delineation -> Advanced TauDEm Functions -> DEM Processing Functions -> D8 Contributing Area
+
• To illustrate the contributing area, go to '''Watershed Delineation''' '''Advanced TauDEm Functions''' '''DEM Processing Functions''' '''D8 Contributing Area'''
   
 
Select Check the box Upstream of outlets and go to the folder and file of the created outlet. Accept any pop-ups.
 
Select Check the box Upstream of outlets and go to the folder and file of the created outlet. Accept any pop-ups.
Line 131: Line 131:
 
[[File:D8c.PNG|400px]]
 
[[File:D8c.PNG|400px]]
   
''Figure 8: Steps to creating contributing area''
+
''Figure 9: Steps to creating contributing area''
   
 
'''Catchment Area'''
 
'''Catchment Area'''
Line 139: Line 139:
 
[[File:Con area.PNG|400px]]
 
[[File:Con area.PNG|400px]]
   
''Figure 9: Contributing area (source: Man, 2011)''
+
''Figure 10: Contributing area (source: Man, 2011)''
   
The contributing area calculates a grid of the specific catchment area. The D- infinity approach is used, which is the steepest downward slope on planar triangular facets on a block centered grid (Man, 2011). The contributing area of each grid cell i added to the the contribution from the up-slope proxoimities.
+
The contributing area calculates a grid of the specific catchment area. The D- infinity approach is used, which is the steepest downward slope on planar triangular facets on a block centered grid (Man, 2011). The contributing area of each grid cell is added to the the contribution from the up-slope proximities.
   
 
You should be able to generate grids above which result in the calculated fill pits , flow directions and contribution areas for Surrey, BC.
 
You should be able to generate grids above which result in the calculated fill pits , flow directions and contribution areas for Surrey, BC.
Line 152: Line 152:
   
 
Man, V. (2011). Watershed Delineation with MAPWINDOW. Retrieved from mapwindow.org: http://www.mapwindow.org/apps/wiki/lib/exe/fetch.php?media=mapwindow_watershed.pdf
 
Man, V. (2011). Watershed Delineation with MAPWINDOW. Retrieved from mapwindow.org: http://www.mapwindow.org/apps/wiki/lib/exe/fetch.php?media=mapwindow_watershed.pdf
  +
  +
Ministry of Water, L. (2005). Stormwater Runoff. Env.gov.bc.ca. Retrieved 20 October 2017, from http://www.env.gov.bc.ca/wat/wq/nps/NPS_Pollution/Stormwater_Runoff/sw_main.htm
  +
  +
What is a Watershed?. Watersheds101.ca. Retrieved 20 October 2017, from http://watersheds101.ca/learn-about-watersheds/what-is-a-watershed

Latest revision as of 16:38, 20 October 2017

Flood.jpg

Disclaimer

This Wiki has been produced for the GEOM4008 Advanced Topics in Geographic Information Systems course at Carleton University. It is a tutorial to showcase the methods of calculating and illustrating the effects of terrain analysis for urban storm water modelling using Mapwindow in Surrey. This tutorial should aid in the user's ability to replicate the results shown using Mapwindow's plugins and tools.

Preamble

Introduction to Mapwindow

Mapwindow is an opensource software which is includes a ready-to-use spatial data viewer and a geographic information system which can be modified and extended using plugins. The open source software will be exclusively used is MAPWINDOW along with the Hydro Desktop application. MAPWINDOW is able to accurately illustrate watershed delineation in 3D by using the available plugins. HydroDesktop is an open source software package written in C# that allows the users to find the time series of water and climate data submitted by the hydrologic research community and other experts around the world. The data that is produced by HydroDesktop can be used in analysis software such as R, MATLAB, and Excel. The MAPWINDOW toolset will be used to illustrate and query hydro-geomorphological features in the catchment areas with Surrey.

Definitions

Catchment area
Area from which water flows into a lake, river, or other water system.
Storm water runoff
The changes in the hydrological cycle due to paved streets and buildings which speed the delivery of both water and pollutants to waterways (Columbia, 2005). This means that as areas become more urbanized, i.e. have more pavement or concrete, that there will be more runoff due to the lessened amount of infiltration. In addition to higher peak rates during stormflow, the amount of pollutants will be increased, as the pollutants will be introduced directly into the stream and will not have time to be adsorbed into the ground.

Graph3.jpg Figure 1. How streamflow changes with urban development (Ministry of Water, 2005).

Watershed
A watershed is a catchment area that drains into a marsh, stream, river, lake, or into ground water and can range in size from a few acres to millions of acres ("What is a Watershed?", n.d.). \
Digital Elevation Model (DEM)
A DEM is the graphical representation of the topographic relief of the study area.
Hydrogeomorphological
Interactions between the hydrologic cycle and the landforms of the Earth.


Tutorial

Introduction

This project will focus on the watershed delineation of Surrey, BC to construct a feasible urban storm water model. The project will use the watershed delineation plugin and its six DEM processing functions to delineate watersheds as well as illustrate and query hydrogeomorphological features in the catchment areas of Surrey. This tutorial will provide new users with the information required in using Mapwindow to be able to effectively conduct watershed delineation analyses using raster data.


Data

The first step is to download a fully processed DEM for the region you are interested in. The data that was used in this project was obtained from the City of Surrey Open Data website (http://data.surrey.ca/) and the Geogratis (http://geogratis.gc.ca/) website.

The following data was downloaded:

  • catchments
  • detention ponds
  • devices
  • laterals/connections
  • mains and culverts
  • manholes
  • nodes
  • offset lines
  • open channels (ditches, creeks, rivers)

A hydrography surface model (CDSM) should be downloaded from http://geogratis.gc.ca/.

Methods Conducted Using Mapwindow

Download the software

Before starting you will need to download the software. Mapwindow is found at http://www.mapwindow.org, and HydroDesktop can be found at http://hydrodesktop.codeplex.com/.


Mapwindow Setup

Firstly, download the files to your working directory, and ensure that Mapwindow is properly installed and functional. Secondly, you need to specify in Mapwindow which projection the data is using. For this project the data is projected in Geographi NAD83, and can be set using the following steps

To do this go to botton left corner and choose projection. Project.png

Click on the ProjectNew tab to open a brand new project.

Example.png

Figure 2: Opening new project in Mapwindow


Import DEM and Watershed Delineation processes

• Select the DEM. Go to Watershed DelineationAdvanced TauDEm FunctionsSelect DEM

DEM.PNG

Figure 3: Opening DEM

• Fill the pits. Watershed DelineationAdvanced TauDEm FunctionsDEM Processing FunctionFill Pits

Pits are the cells surrounded by higher elevation cells which could interfere later on during the routing process. Pits are identified by removing and raising its elevation to the lowest one around its edge.

Pits.PNG

Figure 4: DEM with pits filled


• Next you will need to get the flow directions D8. This process generates two grids where the first is the slope in the steepest descent direction, and the second contains the flow direction from each grid cell to one of its adjacent or diagonal. This is calculated using the direction of steepest elevation difference with the 8 neighboring cells (Man,2011).


Watershed DelineationAdvanced TauDEm FunctionsDEM Processing FunctionsD8 Flow Direction

D8.PNG

Figure 5: Flow direction grid

• Next, Watershed DelineationAdvanced TauDEm FunctionsDEM Processing FunctionsDinf Flow Direction This assigns flow direction based on the D-infinity flow method using the steepest slope of a triangular facet. The flow direction is the steepest downward slope on planar triangular facets on a block centered grid (Man, 2011).

DifFlow.PNG

Figure 6: Flow direction

Watershed DelineationAdvanced TauDEm FunctionsDEM Processing FunctionsD8 Contributing Area

Conta.PNG

Figure 7: DEM of contributing areas

Then, verify that the shape file editor is selected , (Plug-insShape file editor)and select new to create new shape file and click in the cell that will be the outlet.

Point.PNG

Figure 8: New point shapefile

Now a pop-up will appear that an empty shapefile was created. Accept and press OK. Now zoom to the where the outlet is to be created, click on add new shapefile, and click in the outlet cell.

• To illustrate the contributing area, go to Watershed DelineationAdvanced TauDEm FunctionsDEM Processing FunctionsD8 Contributing Area

Select Check the box Upstream of outlets and go to the folder and file of the created outlet. Accept any pop-ups.

D8c.PNG

Figure 9: Steps to creating contributing area

Catchment Area

This illustrated the contributing area as the outlet’s own contribution and the up-slope cells which drain in to it.

Con area.PNG

Figure 10: Contributing area (source: Man, 2011)

The contributing area calculates a grid of the specific catchment area. The D- infinity approach is used, which is the steepest downward slope on planar triangular facets on a block centered grid (Man, 2011). The contributing area of each grid cell is added to the the contribution from the up-slope proximities.

You should be able to generate grids above which result in the calculated fill pits , flow directions and contribution areas for Surrey, BC.

Sources

Columbia, G. o. (2005, May). Water Quality. Retrieved from Environmental Protection Division: http://www.env.gov.bc.ca/wat/wq/nps/NPS_Pollution/Stormwater_Runoff/sw_main.htm

Man, V. (2011). Watershed Delineation with MAPWINDOW. Retrieved from mapwindow.org: http://www.mapwindow.org/apps/wiki/lib/exe/fetch.php?media=mapwindow_watershed.pdf

Ministry of Water, L. (2005). Stormwater Runoff. Env.gov.bc.ca. Retrieved 20 October 2017, from http://www.env.gov.bc.ca/wat/wq/nps/NPS_Pollution/Stormwater_Runoff/sw_main.htm

What is a Watershed?. Watersheds101.ca. Retrieved 20 October 2017, from http://watersheds101.ca/learn-about-watersheds/what-is-a-watershed