User:Ssim

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.

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 a ready-to-use spatial data viewer and geographic information system that can be modified and extended using plugins and is able to accurately illustrate watershed delineation in 3D. The Hydro Desktop is a free software tool for finding time series of water and climate data which submitted by the hydrologic research community and other experts around the world. The MAPWINDOW toolset will be used to illustrate and query hydro-geomorphological features in the catchment areas with Surrey.

Definitions

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).

Watershed- A watershed is an area of land in which all of the water beneath it or drains off in it is concentrated into the same place (Agency, 2012).

Introduction to tutorial

This project will focus on the watershed delineation of Surrey, BC to construct a feasible urban storm water model. The project will go into using the watershed delineation plugin and its six DEM processing functions to delineate watersheds and illustrate and query hydrogeomophological features in the catchment areas of Surrey.This tutorial should 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 digital elevation model (DEM) for the region you are interested in. This data and all other Drainage and Storm Water Infrastructure data can be found at Drainage and Storm Water Infrastructure data was obtained from the City of Surrey Open Data website and the Geogratis 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. The hydro desktop can be found on the same website.

Mapwindow Setup

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.

Click on the Project -> New tab to open a brand new project.

Figure 1: Opening new project in Mapwindow

Import DEM and Watershed Delineation processes

• Select the DEM. Go to Watershed Delineation ->Advanced TauDEm Functions-> Select DEM

Figure 2: Opening DEM

• Fill the pits. Go to Watershed Delineation-> Advanced TauDEm Functions-> DEM Processing Functions-> 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.

Figure 3: 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).

Go to Watershed Delineation -> Advanced TauDEm Functions -> DEM Processing Functions -> D8 Flow Direction

Figure 4: Flow direction grid

• Next click to 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).

Figure 5: Flow direction

• Go to Watershed Delineation -> Advanced TauDEm Functions->> DEM Processing Functions-> D8 Contributing Area

Figure 6: DEM of contributing areas

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

Figure 7: New point shapefile

Now a pop-up will appear that an empty shapefile was created. Accepot 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 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.

Figure 8: 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.

Figure 9: 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.

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

Sources

Agency, U. E. (2012, March 03). What is a Watershed? Retrieved from U.S. Environmental Protection Agency : http://water.epa.gov/type/watersheds/whatis.cfm

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