WMS:Drainage Module Menus

From XMS Wiki
Revision as of 17:29, 21 November 2017 by Jcreer (talk | contribs)
Jump to navigationJump to search

The DEM menu for the Drainage module contains the following commands:

Compute Flow Direction/Accumilation
Import Flow Direction/Accumilations
Flow directions and accumulations are typically determined using a program, such as ArcView®, GRASS, or TOPAZ. Resulting grid files can then be imported into WMS. See Importing Flow Directions and Accumulations for more information.
Node↔Outlet
A selected node or vertex can be converted to an outlet node in a drainage coverage using the Node↔Outlet command in the DEM menu (an existing outlet can be converted back to a node as well). If a vertex is converted to an outlet the vertex is first converted to a node and the attribute of the node is then set to be drainage outlet rather than generic. This is equivalent to setting the attribute of the node within the Map module in the normal fashion, but is added to the DEM menu for ease and for completeness of the process.
Arcs→Outlets
The Arcs→Outlets command in the DEM menu of the Drainage module will automatically place a new outlet feature point at all intersections of a selected arc (required input to the command) and the specified flow accumulation value. The default flow accumulation threshold will correspond to the current display options setting and represents the area upstream. This is particularly useful if wanting to establish outlets for a series of drainages that a highway or other important line feature will cross as illustrated in the figure below.
Outlets created with the Arcs⇒Outlets command
The arc should exist in a drainage coverage or the nodes created by the intersection will be generic nodes rather than drainage outlets.
DEM→Steam Arcs
used to create feature arcs from DEM points whose flow accumulation areas are above a defined threshold. An arc vertex is created for each DEM point that has a flow accumulation value greater than the threshold entered. Consecutive stream DEM points are then joined together as arcs with nodes created at junction points where the stream splits.
Outlet points should be created where the watershed outlet of the study area is. These outlet points could be at any DEM point, but should be in a DEM point that has a high enough flow accumulation to pass the threshold (WMS will snap outlet points to the closest threshold cell when creating them in the Drainage module). The Flow Accumulations display option can be very useful for identifying these points and for determining what an appropriate threshold area is.
Define Basins
Basins→Polygons
Merge Selected Basins
Delete NULL Basins Cell Data
Used to delete all DEM points which are not currently assigned a basin ID. The DEM is reduced to a bounding rectangle of the watershed and elevation values within the rectangle but outside of the watershed are converted to NODATA.
Compute Basin Data
Compute Gage Weights
Delineate Basins Wizard
Draw Flow Patterns
Compute Area Between Elevations
Polygon Basin IDs→DEM
Assigns basin IDs to the DEM from a set of polygons that represent basin boundaries. This command is useful if not delineated the basin using the flow directions and flow accumulations from within WMS, but instead using a set of polygons representing basin boundaries with unique IDs. Once basin IDs have been assigned, basin data such as area, average slope, etc. can be computed.
Only use this option if there is a set of feature objects already and/or wishing to “over-ride” the basin boundaries that are determined from elevation data. This might occur in an urban watershed where streets, canals, etc. may not be apparent in the digital elevation data.
Export TOPAZ File


Related Topics