WMS:WMS User Manual 11.2
From XMS Wiki
Jump to navigationJump to search
This contains information about functionality available starting at WMS version 11.2. The content may not apply to other versions. |
WMS User Manual (v11.2)
The Watershed Modeling System
- 1. Introduction
- Introduction to WMS
- WMS Tutorials
- What's new in WMS version 11.2
- 1.1 Set Up
- Setting Up WMS
- Registering WMS
- Graphics Card Troubleshooting
- Command Line
- Readme
- License Agreement
- FAQ
- Hardware Locks
General Information
- 2. General Information
- Where Can I Get Data?
- 2.1. Layout
- Graphical User Interface
- Project Explorer Overview
- Plot Windows
- Plot Wizard
- Menu Bar
- Toolbars
- Help Strip
General Tools
- 3. General Tools
- Macros
- Units Toolbar
- Digitize Toolbar
- Static Tool Palette
- Dynamic Tool Palette
- Drawing Tools
- Get Data Toolbar
- Get Data Tool
- Setting up Film Loops
- Preferences
- Properties Window
- Keyboard Shortcuts
- 3.1. Menus
- File Menu
- Edit Menu
- Display Menu
- Help Menu
- Window Menu
- 3.2. Coordinate Systems
- Projections
- Projection Dialogs
- CPP Coordinate System
- Geographic Coordinate System
- Coordinate Tracking
- Editing XYZ Coordinates
- 3.3. The Display Options
- Display Options
- Choose Color Ramp
- Color Ramp
- Contour Options
- Display Order
- 3.4. CAD Data
- CAD Data
- 3.6. Other Tools
- Datasets
- Deleting Data
- Gages
- Map Flood
- XY Series Editor
- Land Use
- Exporting Dialog
- Customization Dialog
- 3.7. Images
- Images
- Registering an Image
- 3.8. Toolbox
- Toolbox
- Coverages Tools
- Datasets Tools
- Lidar Tools
- Rasters Tools
- UGrids Tools
Equations and Interpolation
- 4. Equations and Interpolation
- 4.1 Interpolation
- Interpolation Options
- Linear Interpolation
- Inverse Distance Weighted Interpolation
- Clough-Tocher Interpolation
- Natural Neighbor Interpolation
- Interpolating Hydraulic Model Results
- Computation of Interpolation Weights
- Subset Definition
- 4.2 Equations
- Assigning an Equation
- Customizing Equations
- Repeated Use of an Equation
- Variables Computed by WMS
- 4.2.a. Basin Data Equations
- Overview of Basin Data Equations
- Travel Times from Basin Data
- Colorado State Lag Time Equation
- Customized Lag Time Equation
- Denver Lag Time Equation
- Eagleson Lag Time Equation
- Espey Lag Time Equations
- Putnam Lag Time Equation
- Riverside County Lag Time Equation
- SCS Lag Time Equation
- Taylor Schwartz Lag Time Equation
- Tulsa District Lag Time Equation
- Fort Bend Tc Equation
- Kerby Tc Equation
- Kirpich Tc Equation
- Ramser Tc Equation
Modules
- 5. Modules
- Modules
- 5.1. Terrain Data Module
- Terrain Data Module
- Terrain Data Tools
- Project Explorer Contents for Terrain Data Module
- 5.1.1. Digital Elevation Model (DEMs)
- DEM Guidelines
- DEM Menu
- Importing USGS DEMs
- Importing Flow Directions and Accumulations
- Editing DEMs
- Editing DEM Elevations
- Delineation with DEMs
- Smoothing DEMs
- DEM Point Attributes
- DEM Files
- Converting DEMs
- DEM Basins
- TOPAZ
- 5.1.2. Triangulated Irregular Networks(TINs)
- TIN Guidelines
- Creating TINs
- TIN Breaklines
- Streams
- TIN Basins
- TIN Menu
- Convert TINs
- Triangulation
- Reservoirs
- Watershed Delineation with TINs
- TIN Options
- Outlets
- Vertices
- 5.2. Drainage Module
- Drainage Module
- Drainage Data to Feature Objects
- Drainage Tools
- Drainage Module Feature Objects
- Drainage Module Menus
- Computing Area Between Elevations
- 5.3. Map Module
- Map Module
- Map Tools
- Mapping Tables
- Conceptual Model
- Project Explorer Contents for Map Module
- 5.3.a. Coverages
- Coverages
- Coverage Overlays
- 1D-HYD Centerline
- 1D-HYD Cross Section
- Area Property Coverage
- Drainage
- Flood Barrier
- Flood Extent
- Flow Paths and Barrier Coverages
- General Coverage
- Land Use Coverage
- MODRAT Tc Coverage Type
- NSS Region Coverage
- Rain Gage
- Soil Type Coverage
- Time Computation
- 5.3.b. Feature Objects
- Feature Objects
- Feature Object Guidelines
- Feature Objects Menu
- 5.4. Hydrologic Modeling Module
- Hydrologic Modeling Module
- Hydrologic Modeling Tools
- Hydrographs
- Project Explorer Contents for Hydrologic Modeling Module
- Combining Arc Travel Times
- Elevation Discharge Relationship
- Storage Capacity Curves
- Hydrologic Modeling Wizard Overview
- Topologic Trees
- 5.4.1 Hydrologic/Hydraulic Calculators
- Hydrologic/Hydraulic Calculators
- Lag Time and Time of Concentration
- Compute GIS Attributes
- Detention Basin Calculator
- Channel Calculator
- Weir Calculator
- Curb and Gutter Flow Analysis
- 5.5. River/Hydraulic Modeling Module
- Hydraulic Modeling
- Hydraulic Toolbox
- Mapping the Conceptual Model to a River Schematic
- Project Explorer Contents for River Module
- Editing Cross Sections
- Extract Cross Sections
- Managing Cross Sections
- River Tools
- 5.5.a. Floodplain Delineation
- Overview of Floodplain Delineation
- Delineate Floodplain
- Preparing Stage Data
- 5.6. GIS Module
- GIS Module
- GIS Menus
- GIS Tools
- Project Explorer Contents for GIS Module
- GIS Conversion and Editing
- Lidar
- GIS Tables
- Soil Type
- Creating Watershed Models
- Mapping to Feature Objects
- Extract Features Tool
- 5.7. 2D Grid Module
- 2D Grid Module
- Grid Options
- 2D Grid Module Project Explorer
- 2D Grid Display Options
- 2D Grid Tools
- Active/Inactive Cells
- Data Type Conversion
- 5.8. 2D Scatter Point Module
- 2D Scatter Point Module
- Project Explorer Contents for 2D Scatter Module
Models
- 6. Models
- Models
- Model Selection
- Model Wrapper
- 6.1. CE-QUAL-W2
- CE-QUAL-W2
- CE-QUAL-W2 Menu
- CE-QUAL-W2 Branches
- CE-QUAL-W2 Layer Editor
- CE-QUAL-W2 Bathymetry
- 6.2. EPANET
- EPANET
- 6.3. Gridded Surface Subsurface Hydrologic Analysis (GSSHA)
- GSSHA
- GSSHA Automated Calibration
- GSSHA Manual Calibration
- GSSHA Channel Routing
- GSSHA Contaminants
- GSSHA Detention Basin Rating Curve
- GSSHA Digital Dams
- GSSHA Embankment Arcs
- GSSHA Feature Arcs
- GSSHA Feature Nodes
- GSSHA Feature Polygons
- GSSHA Groundwater
- GSSHA Hydraulic Structures
- GSSHA Input Data
- GSSHA Join SSURGO Data
- GSSHA Mapping Tables
- GSSHA Maps
- GSSHA Menu
- GSSHA Multiple Simulations
- GSSHA Nutrients
- GSSHA Observations
- GSSHA Output Control
- GSSHA Overland Soil Erosion
- GSSHA Precipitation
- GSSHA Solution Analysis
- GSSHA Solution Data
- GSSHA Stream Arcs
- Pipe and Node Parameters
- Radar Rainfall
- Save GSSHA Project File
- MWBM Wizard
- 6.3.1. GSSHA Job Control
- GSSHA Job Control
- GSSHA Batch Mode/Stochastics
- GSSHA Channel Routing Parameters
- GSSHA Groundwater
- GSSHA Snowmelt Options
- GSSHA Storm/Tile Drain
- Long Term Simulation
- Richard's Parameters
- SAC-SMA Model
- 6.4. HY-12
- HY-12
- 6.5. Hydrologic Engineering Center-1 (HEC-1)
- HEC-1
- HEC-1 Parameters
- Basin HEC-1 Cards
- Routing HEC-1 Cards
- Diversion HEC-1 Cards
- HEC-1 Job Control
- Computing Area Between Elevations
- Weighted Average Precipitation
- 6.6. Hydrologic Engineering Center-Hydrologic Modeling System (HEC-HMS)
- HEC-HMS
- HEC-HMS Base Flow
- HEC-HMS Convert Grids
- HEC-HMS Defining the Meteorological Model
- HEC-HMS Gages
- HEC-HMS Job Control
- HEC-HMS Loss Methods
- HEC-HMS Post-Processing
- HEC-HMS Properties
- HEC-HMS Transform
- HEC-HMS Meteorological Model
- 6.7. Hydrologic Engineering Center-River Analysis System (HEC-RAS)
- HEC-RAS
- HEC-RAS Bridges/Culverts
- HEC-RAS Unsteady Modeling
- 6.8. Hydrological Simulation Program—FORTRAN (HSPF)
- HSPF
- HSPF Automatic Segmentation of Land Segments
- HSPF Edit Parameters
- HSPF External Sources
- HSPF External Targets
- HSPF Global Options
- HSPF Mass Links
- HSPF Modules
- HSPF WDM File Interaction
- 6.9. MODified RATional Method (MODRAT)
- MODRAT
- MODRAT WMS Interface
- MODRAT Creating Burned Simulations
- MODRAT Edit Parameters
- MODRAT Input/Output Hydrographs
- MODRAT Job Control Parameters
- MODRAT Numbering the Tree
- Using GIS Data to Map Parameters
- 6.10. National Streamflow Statistics Program (NSS)
- NSS
- NSS Computing Peak Discharges
- 6.11. Orange County Hydrology
- Orange County Hydrology
- 6.11.a Orange County Unit Hydrograph
- Orange County Unit Hydrograph
- OC Unit Hydro Effective Precipitation
- OC Unit Hydro Small Area Hydrographs
- OC Unit Hydro Unit Hydrograph Method
- OC Unit Hydro Using GIS Data
- 6.11.b Orange County Rational Method
- Orange County Rational Method
- OC Losses
- OC Rational Initial Sub-area Time of Concentration
- OC Rational Job Control
- OC Rational Reach Routing
- OC Rational Sub-area Data
- OC Rational Tree Mapping
- 6.12. Rational Method
- Rational Method
- Rational Method Basin Data
- Rational Method Computing Hydrographs
- Rational Method Edit Parameters
- Rational Method Equation
- Rational Method Outlet Data
- Rational Method Rainfall Intensity
- Rational Method Traditional vs Route by Summing
- Runoff Coefficient Table
- 6.13. Storm Drain
- Storm Drain
- 6.14. Simplified Dam-Break (SMPDBK)
- SMPDBK
- Defining Roughness
- SMPDBK Post Processing
- 6.15. SWMM – Storm Water Management Model
- SWMM
- SWMM Hydraulic Properties
- EPA SWMM
- XPSWMM
- 6.16. TR-20
- TR-20
- TR-20 Edit Parameters
- TR-20 Basin Data
- TR-20 Diversion Data
- TR-20 Reservoir Data
- TR-20 Routing Data
- TR-20 Job Control Parameters
- TR-20 Output Control
- 6.17. TR-55
- TR-55
- TR-55 Basin Data
- TR-55 Outlet Data
- TR-55 Hydrographs
- TR-55 Edit Parameters
- 6.17.a. Map Data Equations
- Overview of Map Data Equations
- Travel Times from Map Data
- User Defined Time of Concentration
- FHWA Sheet Flow Equation
- FHWA Shallow Concentrated Flow
- FHWA Channel Flow
- TR-55 Sheet Flow Equation
- TR-55 Shallow Concentrated Flow Equation
- TR-55 Channel Flow Equation
- Maricopa County Time of Concentration
Modeling
- 7. Modeling
- WMS Basic Modeling Concepts
- Louisiana DOTD Modeling Overview
- Maricopa County Modeling
- Stochastic Modeling
- 7.1. WMS to HY-8
- Path of Data from WMS To HY8
- HY8 Modeling Wizard
- Project Filename
- Define Project Bounds
- Watershed Data
- Download Data
- Read Data
- Define Culvert Roadway Data
- Compute Flow Directions and Flow Accumulations
- Choose Outlet Locations
- Delineate Watershed
- Select Model
- HMW Job Control
- Define Land Use and Soil Data
- Hydrologic Computations
- Define Precipitation
- Clean Up Model
- Run Hydrologic Model
- Crossing Discharge Data
- Setup Tailwater Channel
- Culvert and Site Data
- Run Culvert Analysis
- Define Flood Inundation Polygon
- Storage Capacity Data
- Define Upstream Channel
- Delineate Inundated Area
- Define and Smooth Streams
Importing/Exporting Data
- 8. Importing/Exporting Data
- File Import Wizard
- File Extension
- Import and Export GIS Files
- 8.1 File Support
- WMS Supported File Formats
- WMS Native Files
- WMS Non-native Files
- ARC/INFO ASCII Grid Files
- ASCII Dataset Files
- Binary Dataset Files
- DSS Files
- DSS File I/O
- DSS Files-WMS Interface
- File I/O
- Hydrograph Files
- Image Files
- GRASS Grid (GSSHA Maps)
- Land Use Files
- Read Stage File
- Shapefiles
- Soil Type Runoff Coefficient Files
- WMS Project Files
- XY Series Files
Appendix
- 9. Appendix
- Release Notes
- References