WMS:WMS User Manual 9.1

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WMS User Manual (v9.1)

The Watershed Modeling System

1. Introduction
Introduction to WMS
WMS Screen
Overview
WMS Tutorials
What's new in WMS version 9.1
FAQ
1.1 Set Up
Setting Up WMS
License Agreement
Registering WMS
Register WMS
Graphics Card Troubleshooting
2. General Information
Bugfixes WMS
General
2.1. Layout
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3. General Tools
Toolbars
Tool Palettes
Module Palette
Macros
Units Toolbar
Digitize Toolbar
Static Tool Palette
Dynamic Tool Palette
Drawing Tools
Get Data Tools
3.1. File and Edit Menus
File Menu
Edit Menu
Material Properties
Materials
Properties Window
3.2. Coordinate Systems
Coordinate Systems
Coordinate Conversions
Projections
CPP Coordinate System
Geographic Coordinate System
Local Coordinate System
Converting Coordinate Systems
Coordinate Tracking
Coordinate Systems of GIS Layers
Editing XYZ Coordinates
3.3. The Display Menu and Options
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3.4. Other Tools
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3.5. Digital Elevation Model (DEMs)
Introduction to DEMs
Importing USGS DEMs
Interpolation of DEMs elevations to TINs and 2D Grids
Merge Selected Basins (DEMs)
3.6. MapInfo Professional Transaction File(TINs)
Introduction to TINs
Computing Basin Data (TINs)
Creating Reservoirs (TINs)
Creating TINs
Creating a TIN from a Scanned Image
Defining Basins (TINs)
Deleting Reservoirs (TINs)
Merging TINs
Transform TINs
Trimming TINs
Watershed Delineation with TINs

Modules

4. Modules
Modules


4.1. Terrain Data Module
Terrain Data Module
Terrain Data Tools
Overview of Flood Plain Delineation
Project Explorer Contents for Terrain Data Module
4.2. Drainage Module
Drainage Module
Drainage
Drainage Data to Feature Objects
Drainage Tools
Project Explorer Contents for Drainage Module
4.3. Map Module
Map Module
The Map Module
Map Properties
Map Tools
Map WMS
Map to 1D Schematic
Mapping Tables
Mapping the Conceptual Model to a River Schematic
Mapping to Feature Objects
Project Explorer Contents for Map Module
4.3.1. Coverages
Coverages
1D-HYD Centerline
1D-HYD Cross-section
Area Property
CE-QUAL-W2 Branch
CE-QUAL-W2 Observations
CE-QUAL-W2 Segments
Drainage
Flood Barrier
Flood Extent
General
Land Use
MODRAT DPA Zone
MODRAT Tc
NFF Region
Observation
Rain Gage
Rainfall Zone
Runoff Coefficient
Soil
Storm Drain
Time Computation
4.4. Hydrologic Modeling Module
Hydrologic Modeling Module
Hydrologic Model
Hydrologic Computations
Hydrologic Modeling Tools
Hydrologic Modeling Wizard
Project Explorer Contents for Hydrologic Modeling Module
Run Hydrologic Model
Hydrographs
Hydrographs Topologic Tree
Hydrologic/Hydraulic Calculators
Hydrograph Files
4.5. River/Hydraulic Modeling Module
Hydraulic Modeling Introduction
Hydraulic Model
Hydraulic Modeling Tools
Hydraulic Schematic
Hydraulic Toolbox 1.0
Project Explorer Contents for River Module
1D-HYD Centerline Coverage Type
1D-HYD Cross-section Coverage Type
Mapping Conceptual Models to River Schematics
4.6. GIS Module
GIS Module
GIS Tools
Project Explorer Contents for GIS Module
Compute GIS Attributes
Deleting GIS Data Layers
4.7. 2D Grid Module
2D Grid Module
Grid Options
Create 2D Grid
2D Grid Module Project Explorer
2D Grid Display Options
2D Grid Tools
Tree Contents for 2D Grid Module
4.8. 2D Scatter Point Module
2D Scatter Point Module
Project Explorer Contents for 2D Scatter Module
Scatter Point Module
Scatter Point Sets
Scattered Data Tools

Models

5. Models
Models
Model Selection
Modeling wizard
Model Documentation
Select Model
How to select a model
River Tools
SWMM
5.1. CE-QUAL-W2
CE-QUAL-W2
CE-QUAL-W2 (Q&A)
CE-QUAL-W2 Branches
CE-QUAL-W2 Delete Simulation
CE-QUAL-W2 Layer Editor
CE-QUAL-W2 Map Segments and Branches
CE-QUAL-W2 New Simulation
CE-QUAL-W2 Save Simulation
CE-QUAL-W2 Segments
5.2. Gridded Surface Subsurface Hydrologic Analysis (GSSHA)
GSSHA
GSSHA (Q&A)
GSSHA Calibration (Auto)
GSSHA Calibration (Manual)
GSSHA Cell Properties
GSSHA Channel Routing
GSSHA Contaminants
GSSHA Continuous Maps
GSSHA Digital Dams
GSSHA Embankment Arcs
GSSHA Feature Arcs
GSSHA Feature Nodes
GSSHA Feature Polygons
GSSHA Groundwater
GSSHA Index Maps
GSSHA Job Control
GSSHA Join SSURGO Data
GSSHA Lakes and Wetlands
GSSHA Manage Files
GSSHA Mapping Tables
GSSHA Model Check
GSSHA Multiple Scenarios
GSSHA Nutrients
GSSHA Observation Points
GSSHA Open Project File
GSSHA Output Control
GSSHA Overland Soil Erosion
GSSHA Precipitation
GSSHA Read Solution
GSSHA Run Simulation
GSSHA Save Project File
GSSHA Solution Analysis
GSSHA Solution Results
GSSHA Stream Arcs
GSSHA Stream Index Maps
5.3. Hydrologic Engineering Center-1 (HEC-1)
HEC-1 Parameters
HEC-1 (Q&A)
HEC-1 Base Flow (BF)
HEC-1 Basin Area (BA)
HEC-1 Basin Average Precip (PB)
HEC-1 Basin Data Optimization (OU)
HEC-1 Basin Name (KK)
HEC-1 Beginning Time
HEC-1 Channel Losses
HEC-1 Clark Unit Hydrograph (UC)
HEC-1 Computation Time Interval (IT)
HEC-1 Day Month Year (IT)
HEC-1 Depth Area Storms (JD)
HEC-1 Derived Unit Hydrograph (UI)
HEC-1 Direct Input Hydrograph (QI)
HEC-1 Diversions
HEC-1 Elevation Zone Data (MA)
HEC-1 Exponential Loss (LE)
HEC-1 Green & Ampt (LG)
HEC-1 Holtan (LH)
HEC-1 Hypothetical Storm (PH)
HEC-1 Input Hydrograph (QI)
HEC-1 Job Control
HEC-1 Job Control Parameters
HEC-1 Kinematic Wave (RK), Muskingum Cunge (RD) and Convex (RV)
HEC-1 Kinematic Wave (UK)
HEC-1 Listing (*LISTING)
HEC-1 Loss Methods
HEC-1 Losses (LM)
HEC-1 Model Check
HEC-1 MultiFlood Storms (JR)
HEC-1 Muskingum (RM)
HEC-1 NSTPS
HEC-1 Name (ID)
HEC-1 No Precipitation
HEC-1 No Routing (RN)
HEC-1 Number of Ordinates (IT)
HEC-1 Observed Hydrograph (QO)
HEC-1 Outlet Names (KK)
HEC-1 Output Control (KO)
HEC-1 Output Control Options (IO)
HEC-1 Pattern Hydrograph (QP)
HEC-1 Precipitation
HEC-1 Precipitation Gage (PG)
HEC-1 Radiation
HEC-1 Reading Existing Files
HEC-1 Reservoirs
HEC-1 Routing Methods
HEC-1 Routing Optimization (OR)
HEC-1 Run Analysis
HEC-1 SCS Loss Method (LS)
HEC-1 SCS Unit Hydrograph (UD)
HEC-1 Saving Files
HEC-1 Snow Melt Simulations
HEC-1 Snyder (US)
HEC-1 Storage Routing (RS)
HEC-1 Straddler Stagger (RT)
HEC-1 Temperature (MT)
HEC-1 Tree Diagram (*DIAGRAM)
HEC-1 Uniform Loss Method (LU)
HEC-1 Unit Hydrograph Methods
HEC-1 Units (IM)
5.4. Hydrologic Engineering Center-Hydrologic Modeling System (HEC-HMS)
HEC-HMS
HEC-HMS Base Flow
HEC-HMS Basin Options
HEC-HMS Convert Grids
HEC-HMS Defining the Meteorological Model
HEC-HMS Diversions
HEC-HMS Frequency Storm
HEC-HMS Gages
HEC-HMS Job Control
HEC-HMS Junctions
HEC-HMS Loss Methods
HEC-HMS Meteorological Options
HEC-HMS Opening an HMS File
HEC-HMS Post Processing
HEC-HMS Properties
HEC-HMS Reach Routing
HEC-HMS Reservoirs
HEC-HMS Run Simulation
HEC-HMS SCS Hypothetical Storm
HEC-HMS Saving an HMS File
HEC-HMS Sinks
HEC-HMS Sources
HEC-HMS Standard Project Storm
HEC-HMS Sub-Basins
HEC-HMS Transform
HEC-HMS User Hyetograph
5.5. Hydrologic Engineering Center-River Analysis System (HEC-RAS)
HEC-RAS
HEC-RAS (Q&A)
HEC-RAS Bridges/Culverts
HEC-RAS Delete Simulation
HEC-RAS Model Control
HEC-RAS Plot Solution
HEC-RAS Read Solution
HEC-RAS Run Simulation
HEC-RAS Start
HEC-RAS Stochastic Modeling
HEC-RAS Unsteady Modeling
5.6. Hydrological Simulation Program—FORTRAN (HSPF)
HSPF
HSPF (Q&A)
HSPF ADCALC
HSPF ATEMP
HSPF Automatic Segmentation of Land Segments
HSPF Basin Data
HSPF CONS
HSPF Edit Parameters
HSPF External Sources
HSPF External Targets
HSPF Getting Started
HSPF Global Options
HSPF HTRCH
HSPF HYDR
HSPF IQUAL
HSPF IWATER
HSPF Impervious Land Segment
HSPF MSTLAY
HSPF Mass Links
HSPF Modules
HSPF NITR
HSPF NUTRX
HSPF OXRX
HSPF PEST
HSPF PHCARB
HSPF PHOS
HSPF PLANK
HSPF PQUAL
HSPF PWATER
HSPF Pervious Land Segment
HSPF RQUAL
HSPF Reach/Reservoir Data
HSPF Reach Reservoir Segment
HSPF Reading Existing Files
HSPF Run Simulation
HSPF SEDMNT
HSPF SEDTRN
HSPF SNOW
HSPF SOLIDS
HSPF Saving and Reading HSPF UCI Files
HSPF TRACER
HSPF Viewing WDM Files
HSPF WDM File Interaction
5.7. MODified RATional Method (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
MODRAT Soil Type
MODRAT Tc Coverage Type
MODRAT Time Period
5.8. National Streamflow Statistics Program (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. Storm Drain
Storm Drain
Storm Drain-Run Simulation
Storm Drain Job Control
Storm Drain Menu
5.13. Simplified Dam-Break (SMPDBK)
SMPDBK
SMPDBK (Q&A)
SMPDBK Dam Properties
SMPDBK Export Simulation
SMPDBK Post Processing
SMPDBK Running a Simulation
5.14. 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
5.15. 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
5.16. HY-8
HY-8
HY-8 7.1
HY-8 Box Inlet Drop Structure
HY-8 Broken Back Culverts
HY-8 Building a Project
HY-8 Channel Shape
HY-8 Colorado State University (CSU) Rigid Boundary Basin
HY-8 Concrete Open Bottom Arch
HY-8 Constant Tailwater Elevation
HY-8 Contra Costa Basin
HY-8 Controlling Plot Display Options
HY-8 Crossing Summary
HY-8 Crossings
HY-8 Culvert Crossing Data
HY-8 Culvert Data
HY-8 Culvert Invert Data
HY-8 Culvert Summary
HY-8 Culvert Type
HY-8 Customized
HY-8 Differences from DOS HY-8
HY-8 Discharge Data
HY-8 Drop Structures
HY-8 Embankment Toe Data
HY-8 Embedment Depth
HY-8 Energy Dissipators
HY-8 Exit Loss Options
HY-8 Flow Types
HY-8 Getting Started
HY-8 Hook Basin
HY-8 Hydraulic Jump Calculations
HY-8 Improved Inlet
HY-8 Increased Resistance in Box Culverts
HY-8 Increased Resistance in Circular Culverts
HY-8 Inlet Configurations
HY-8 Inlet Control Computations
HY-8 Inlet Depression
HY-8 Inlet Edge Conditions
HY-8 Inlet Type
HY-8 Irregular Channel
HY-8 Irregular Channel Error
HY-8 Limitations
HY-8 Locate Project
HY-8 Material
HY-8 Outlet Control Computations
HY-8 Plastic Pipe Materials
HY-8 Polynomial Coefficients
HY-8 Polynomial Generation
HY-8 Project Units
HY-8 Rating Curve
HY-8 Report Generation
HY-8 Riprap Basin and Apron
HY-8 Roadway Data
HY-8 Roadway Overtopping
HY-8 Roadway Profile
HY-8 Run Analysis
HY-8 Saint Anthony Falls (SAF Stilling Basin)
HY-8 Scour Hole Geometry
HY-8 Shapes
HY-8 Site Data Input Option
HY-8 South Dakota Concrete Box
HY-8 Stilling Basins
HY-8 Straight Drop Structure
HY-8 Streambed Level Structures
HY-8 Tables and Plots
HY-8 Tailwater Data
HY-8 Tapered Inlet
HY-8 Tumbling Flow in Box Culverts
HY-8 Tumbling Flow in Circular Culverts
HY-8 USBR Type III Stilling Basin
HY-8 USBR Type IV Stilling Basin
HY-8 USBR Type IX Baffled Apron
HY-8 USBR Type VI Impact Basin
HY-8 User Manual
HY-8 Vena Contracta
HY-8 Water Surface Profiles
HY8 Modeling Wizard

6. Quick Tours
Quick Tour - Getting Started
Quick Tour Channels Cutting Cross Sections
Quick Tour Channels Hydraulic Calculations
Quick Tour Computing Composite Curve Numbers
Quick Tour Culvert Hydraulics
Quick Tour Curb and Gutter Flow Analysis
Quick Tour Detention Basin Analysis/Design
Quick Tour Finding Data
Quick Tour -Floodplain Delineation
Quick Tour Hec-1
Quick Tour HEC-1 Area Between Contours
Quick Tour -HEC-1 - Curve Numbers
Quick Tour HEC-1 Lag Time and Time of Concentration
Quick Tour HEC-1 Thiessen Gage Weights
Quick Tour HEC-1 Time Area Curves
Quick Tour HEC-RAS
Quick Tour HSPF
Quick Tour LA County Hydrology in WMS
Quick Tour Maricopa County Hydrology in WMS
Quick Tour National Flood Frequency (NFF)
Quick Tour National Streamflow Statistics (NSS)
Quick Tour Post Processing
Quick Tour Rational
Quick Tour Rational IDF Curve Generation
Quick Tour Storm Drain
Quick Tour Support
Quick Tour TR-20
Quick Tour TR-20 Curve Numbers
Quick Tour TR-20 Lag Time
Quick Tour Travel Time Computation
Quick Tour Adding GIS Data with ArcObjects
Quick Tour Adding GIS Data without ArcObjects
Quick Tour Background Images
Quick Tour Basin Delineation
Quick Tour Basin Delineation (Flow Paths)
Quick Tour Conceptual Model
Quick Tour Conceptual Model for Creating a TIN
Quick Tour Coverages
Quick Tour Creating Watershed Models Directly
Quick Tour Creating the TIN
Quick Tour DEMs
Quick Tour Draped Images
Quick Tour Feature Object Data
Quick Tour Floodplain Delineation
Quick Tour Flow Accumulation
Quick Tour Flow Direction Vectors
Quick Tour GIS Data
Quick Tour HEC-1 Storage Capacity Curves
Quick Tour HSPF
Quick Tour Help Strip
Quick Tour Join Tables
Quick Tour Land Use
Quick Tour Layout
Quick Tour Macros
Quick Tour Modules
Quick Tour Outlet Point Creation
Quick Tour Post Processing
Quick Tour Properties Window
Quick Tour Soil
Quick Tour Storing the Results of DEM Delineation
Quick Tour Storm Drain
Quick Tour TINs
Quick Tour Terrain Data
Quick Tour Tools
Quick Tour Travel Time Computations
Quick Tour Watershed Outlet