WMS:WMS User Manual vol. 3: Difference between revisions

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Revision as of 15:09, 16 October 2017

WMS User Manual (v10.0)

Models

6. Models: Models; Model Selection; Annotations

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. Gridded Surface Subsurface Hydrologic Analysis (GSSHA): GSSHA; GSSHA Calibration; GSSHA Channel Routing; GSSHA Contaminants; GSSHA Digital Dams; GSSHA Embankment Arcs; GSSHA Feature Arcs; GSSHA Feature Nodes; GSSHA Feature Polygons; GSSHA Groundwater; GSSHA Job Control; GSSHA Join SSURGO Data; GSSHA Lakes and Wetlands; GSSHA Manage Files; GSSHA Mapping Tables; GSSHA Maps; GSSHA Multiple Scenarios; GSSHA Nutrients; GSSHA Observation Points; GSSHA Output Control; GSSHA Overland Soil Erosion; GSSHA Precipitation; GSSHA Solution Analysis; GSSHA Solution Results; GSSHA Stream Arcs; Pipe and Node Parameters; Radar Rainfall

6.3. HY-12: HY-12

6.4. Hydrologic Engineering Center-1 (HEC-1): HEC-1 Parameters; Basin HEC-1 Cards; Routing HEC-1 Cards; Diversion HEC-1 Cards; HEC-1 Job Control; HEC-1 Input Hydrograph (QI); Computing Area Between Elevations; Weighted Average Precipitation

6.5. 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 Frequency Storm; HEC-HMS Gages; HEC-HMS Job Control; HEC-HMS Loss Methods; HEC-HMS Post Processing; HEC-HMS Properties; HEC-HMS SCS Hypothetical Storm; HEC-HMS Standard Project Storm; HEC-HMS Transform

6.6. Hydrologic Engineering Center-River Analysis System (HEC-RAS): HEC-RAS; HEC-RAS Bridges/Culverts; HEC-RAS Unsteady Modeling

6.7. 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

6.8. 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

6.9. National Streamflow Statistics Program (NSS): NSS; NSS Computing Peak Discharges; NSS Overlapping Regions; NSS State and National Urban Equations

6.10. Orange County Hydrology: Orange County Hydrology

6.10.a Orange County Unit Hydrograph: Orange County Unit Hydrograph; OC Unit Hydro Design Storms; OC Unit Hydro Effective Precipitation; OC Unit Hydro Job Control; OC Unit Hydro Small Area Hydrographs; OC Unit Hydro Unit Hydrograph Method; OC Unit Hydro Using GIS Data

6.10.b Orange County Rational Method: Orange County Rational Method; OC Rational Equation; 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

6.11. 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; Dekalb Rational Hydrograph; Modified Rational Hydrograph; Rational Hydrograph; Runoff Coefficient Table; Universal Rational Hydrograph; User Defined Rational Hydrograph

6.12. Storm Drain: Storm Drain; Storm Drain Job Control

6.13. Simplified Dam-Break (SMPDBK): SMPDBK; Defining Roughness; SMPDBK Post Processing

6.14. SWMM: SWMM

6.15. 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

6.16. TR-55: TR-55; TR-55 Basin Data; TR-55 Outlet Data; TR-55 Hydrographs; TR-55 Channel Travel Time; TR-55 Edit Parameters
6.16.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

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