WMS:WMS User Manual 9.1

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WMS User Manual (v9.0)

The Watershed Modeling System

1. Introduction
Introduction to WMS
2. Set Up
Setting Up WMS
3. General Tools
Toolbars
Tool Palettes
Module Palette
Macros
Units Toolbar
Digitize Toolbar
Static Tool Palette
Dynamic Tool Palette
Drawing Tools
Get Data Tools
4. Modules
Modules
Terrain Data Module
Drainage Module
Map Module
Hydrologic Modeling Module
Hydraulic Modeling Introduction
GIS Module
2D Grid Module
2D Scatter Point Module


5. Models
Models
SWMM
CE-QUAL-W2
GSSHA
HEC-1
HEC-HMS
HEC-RAS
HSPF
5.7. MODRAT
MODRAT
MODRAT (Q&A)
MODRAT WMS Interface
MODRAT Area
MODRAT Conveyance Type
MODRAT Course Overview
MODRAT Creating Burned Simulations
MODRAT DPA Zone Coverage Type
MODRAT Edit Parameters
MODRAT Frequency
MODRAT Impervious Area
MODRAT Input/Output Hydrographs
MODRAT Input File Names
MODRAT Inserting Tree Spacing
MODRAT Job Control Parameters
MODRAT Lateral
MODRAT Length
MODRAT Location
MODRAT Manning's Roughness Coefficient, n
MODRAT Numbering the Tree
MODRAT Output Options
MODRAT Part 1
MODRAT Part 2
MODRAT Part 3
MODRAT Percent Impervious Land Use
MODRAT Rainfall
MODRAT Rainfall Depth
MODRAT Rainfall Zone
MODRAT Relief Drains
MODRAT Renumbering the Tree
MODRAT Reservoirs
MODRAT Run Simulation
MODRAT Slope
MODRAT Soil Number
WMS:MODRAT Soil TypeMODRAT Soil Type
MODRAT Tc Coverage Type
MODRAT Time Period
5.8. NSS
NSS
NSS Assigning Regression Parameters
NSS Computing Peak Discharges
NSS Hydrographs
NSS Maximum Flood Region
NSS Model Troubleshooting
NSS Overlapping Regions
NSS Region Coverage
NSS State
NSS Total Basin Area
5.9. 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 Post Processing
OC Unit Hydro Saving a Simulation
OC Unit Hydro Small Area Hydrographs
OC Unit Hydro Unit Hydrograph Method
OC Unit Hydro Using GIS Data
5.10. 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 Post Processing
OC Rational Reach Routing
OC Rational Reports
OC Rational Run Simulation
OC Rational Saving a Simulation
OC Rational Sub-area Data
OC Rational Tree Mapping
5.11. Rational Method
Rational Method
Rational Method (Q&A)
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
5.12. River Tools
River Tools
5.13. Storm Drain
Storm Drain
Storm Drain-Run Simulation
Storm Drain Job Control
Storm Drain Menu
5.14. SMPDBK
SMPDBK
SMPDBK (Q&A)
SMPDBK Dam Properties
SMPDBK Export Simulation
SMPDBK Post Processing
SMPDBK Running a Simulation
5.15. TR-20
TR-20
TR-20 (Q&A)
TR-20 Area
TR-20 Base Flow
TR-20 Basin Data
TR-20 Cross Sections
TR-20 Curve Number
TR-20 Defined Cross Sections
TR-20 Direct Input Hydrographs
TR-20 Diversion Data
TR-20 Diversion Name
TR-20 Edit Parameters
TR-20 Inflow Parameters
TR-20 Input Hydrograph
TR-20 Job Control Parameters
TR-20 Kinematic Wave
TR-20 Name
TR-20 Outflow Parameters
TR-20 Outlet Names
TR-20 Output Control
TR-20 Precipitation
TR-20 Reach Length
TR-20 Reading Existing Files
TR-20 Reservoir Data
TR-20 Reservoir Name
TR-20 Reservoirs
TR-20 Routing
TR-20 Routing Data
TR-20 Routing Method
TR-20 Run Simulation
TR-20 Saving Files
TR-20 Start Routing Elevation
TR-20 Time Control
TR-20 Time of Concentration
TR-20 Title
TR-20 Unit Hydrograph Definition
5.16. TR-55
TR-55
TR-55 (Q&A)
TR-55 Basin Data
TR-55 Channel Flow Equation
TR-55 Channel Travel Time
TR-55 Copying Results to the Clipboard
TR-55 Curve Number
TR-55 Drainage Area
TR-55 Edit Parameters
TR-55 Hydrographs
TR-55 Initialize Simulation
TR-55 Name
TR-55 Outlet Data
TR-55 Pond/Swamp Factor
TR-55 Rainfall
TR-55 Shallow Concentrated Flow Equation
TR-55 Sheet Flow Equation
TR-55 Time of Concentration