WMS:WMS User Manual vol. 3

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WMS User Manual (v10.0)


6. Models
Model Selection
6.1. CE-QUAL-W2
CE-QUAL-W2 Branches
CE-QUAL-W2 Layer Editor
CE-QUAL-W2 Bathymetry
6.2. Gridded Surface Subsurface Hydrologic Analysis (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 Hydraulic Structures
GSSHA Job Control
GSSHA Manage Files
GSSHA Mapping Tables
GSSHA Multiple Scenarios
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
6.3. 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
Computing Area Between Elevations
Weighted Average Precipitation
6.5. Hydrologic Engineering Center-Hydrologic Modeling System (HEC-HMS)
HEC-HMS Base Flow
HEC-HMS Convert Grids
HEC-HMS Defining the Meteorological Model
HEC-HMS Job Control
HEC-HMS Loss Methods
HEC-HMS Post Processing
HEC-HMS Properties
HEC-HMS Transform
6.6. Hydrologic Engineering Center-River Analysis System (HEC-RAS)
HEC-RAS Bridges/Culverts
HEC-RAS Unsteady Modeling
6.7. Hydrological Simulation Program—FORTRAN (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 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 Computing Peak Discharges
6.10. Orange County Hydrology
Orange County Hydrology
6.10.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
6.10.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
Runoff Coefficient Table
6.12. Storm Drain
Storm Drain
Storm Drain Job Control
6.13. Simplified Dam-Break (SMPDBK)
Defining Roughness
SMPDBK Post Processing
6.14. SWMM
6.15. 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 Basin Data
TR-55 Outlet Data
TR-55 Hydrographs
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


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