WMS:Compute GIS Attributes: Difference between revisions
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*Land use data | *Land use data | ||
*Soil type data (hydrologic soil group A, B, C, or D, where the infilatration capacity decreases from A to D) | *Soil type data (hydrologic soil group A, B, C, or D, where the infilatration capacity decreases from A to D) | ||
*Table relating land use IDs to curve numbers for each hydrologic soil group. | *Table relating land use IDs to curve numbers for each hydrologic soil group. Download one of the following tables and use them as a template for land use data. | ||
**If using vector landuse data available as a shapefile from the USGS, download and use [[media:VectorLuCodes.txt | this table]]. | **If using vector landuse data available as a shapefile from the USGS, download and use [[media:VectorLuCodes.txt | this table]]. | ||
**If using NLCD 2006 land use data as a land use grid, download and use [[media:NLCD2006LuCodes.txt | this table]]. | **If using NLCD 2006 land use data as a land use grid, download and use [[media:NLCD2006LuCodes.txt | this table]]. |
Revision as of 16:39, 25 January 2016
WMS allows users to define coverages, grids, or GIS layers that define boundaries for different soils, land uses, rainfall depths, and DPA zones. Typically this information is imported from standard GIS formatted files. This GIS data is overlaid with drainage basin boundaries to compute area-weighted composite model parameters for each sub-basin.
In summary the following data are used for computing composite model parameters:
- Basin boundaries from the drainage boundary polygons on a drainage coverage.
- Land use IDs are supplied from a land use coverage in the map module or as DEM (a gridded) attributes.
- Soil IDs are supplied from a soil type coverage in the map module or as DEM (a gridded) attributes.
- A user-defined table relating land use IDs to the parameters being mapped (for example SCS curve numbers, Green & Ampt parameters, etc.).
- A user-defined table relating soil IDs to the parameters being mapped (for example runoff coefficients, Green & Ampt parameters, etc.).
Any combination of data sources for computation can be used (i.e. drainage coverage, land use grid, soil type coverage, etc.). If a land use or soil coverage is used, then the parameters for each polygon ID can be defined using the Attributes command in the Feature Objects menu (in the Map module) with the proper coverage being active. However, if grid attributes are used for the soil or land use ID definitions, then one way to define the parameters for each ID is by creating the mapping file with a text editor and then importing in the Compute GIS Attributes dialog (see Mapping File Formats).
NRCS soils files that are available for download on the internet often contain the hydrologic soil group attribute in a separate database file than the feature polygons themselves. The tools in the GIS module that allow users to join tables or specific attributes from tables to the feature polygons can be used to link the hydrologic soil attribute to the polygons. See more information in the section on joining tables.
Once the polygon coverages and/or grid files for land use or soil types are defined, and the mapping tables set up, the project is prepared to compute parameters for one of the available methods.
When computing GIS attributes the results are automatically stored with every applicable model supported in WMS.
NRCS Curve Numbers (CN)
A composite curve number for a basin can be computed by taking an area-weighted average of the different curve numbers for the different regions (soil type and land use combinations) within a basin.
Required Inputs:
- Land use data
- Soil type data (hydrologic soil group A, B, C, or D, where the infilatration capacity decreases from A to D)
- Table relating land use IDs to curve numbers for each hydrologic soil group. Download one of the following tables and use them as a template for land use data.
- If using vector landuse data available as a shapefile from the USGS, download and use this table.
- If using NLCD 2006 land use data as a land use grid, download and use this table.
- If using Global Land Cover data as a shapefile, download and use this table.
One good source for curve numbers is the TR55.pdf file included in the \docs folder of the WMS installation.
Runoff Coefficients
Composite runoff coefficients are computed using an area-weighted average of all runoff coefficients that overlay each drainage basin. Soil data can also be used to infer runoff coefficients.
Required Inputs:
- Soil data
- Table relating soil IDs to runoff coefficients
OR
- Runoff coefficient coverage
Computation Step
The computation step is only used when defining composite curve numbers or runoff coefficients for a drainage coverage. If a TIN is used, then individual basins are composed of several triangles and each triangle can be assigned a land use and/or soil type. However, for a drainage coverage, each basin is typically represented by a single polygon. The computation step is used to divide each basin polygon into a number of square cells (the computation step being the length of a side) that are each assigned a land use and or soil type ID. The smaller the step length the more accurate the composite number will be, but the more time consuming the computation as well.
Green & Ampt Losses
Maricopa County, Arizona, and other regions often use the Green & Ampt infiltration options within HEC-1.
Required Inputs:
- Land use data
- Table relating land use IDs to initial abstraction and percent impervious
- Soil data
- Table relating soil IDs to hydraulic conductivity, soil moisture deficit, and wetting front suction
The parameters required to define these values must be entered for the appropriate coverage.
HSPF Segments
Required Inputs:
- Land use data
- Table identifying land use IDs as either pervious or impervious
Rainfall Depth
A composite rainfall depth is computed using a rainfall depth grid.
Required Input:
- Rainfall depths
Debris Production (Los Angeles County)
Debris production and bulking rates for burned simulations in Los Angeles County are computed by overlaying DPA zones and land use data with drainage basins.
Required Inputs:
- DPA zones are used for determining debris production and bulking rates
- Land use data is used for determining whether or not debris will be produced according to the percent impervious value
Orange County (CA) Losses
WMS can compute both the Fm and Ybar loss parameters used for hydrology in Orange County, CA.
Required Inputs:
- Land use data
- Soil type data
- Table relating land use IDs percent impervious and to curve numbers for each hydrologic soil group
Maricopa County (AZ) and Values
Required Inputs:
- Land use data
- Table relating land use IDs to and values
HEC-HMS SMA Losses
Required Inputs:
- Land use data
- Table relating land use IDs to canopy and surface storage
- Soil data
- Table relating soil texture to soil and groundwater storage, infiltration rates, and percolation rates
Related Topics:
- Hydrologic/Hydraulic Calculators
- Coverage Overlays
- Importing Shapefiles
- Land Use
- Soil Type
- Coverages
- Mapping Tables
- Joining Tables
WMS – Watershed Modeling System | ||
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