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

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__NOINDEX__
[[Category:Books]]
[[Category:Books]]
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:[[WMS:Models|Models]]
:[[WMS:Models|Models]]
:[[WMS:Model Selection|Model Selection]]
:[[WMS:Model Selection|Model Selection]]
:[[Annotations|Annotations]]
:[[WMS:Drawing Tools|Annotations]]


;6.1. CE-QUAL-W2
;6.1. CE-QUAL-W2
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;6.2. Gridded Surface Subsurface Hydrologic Analysis (GSSHA)
;6.2. Gridded Surface Subsurface Hydrologic Analysis (GSSHA)
:[[WMS:GSSHA|GSSHA]]
:[[WMS:GSSHA|GSSHA]]
:[[WMS:GSSHA Calibration|GSSHA Calibration]]
:[[WMS:GSSHA Automated Calibration|GSSHA Calibration]]
:[[WMS:GSSHA Channel Routing|GSSHA Channel Routing]]
:[[WMS:GSSHA Channel Routing|GSSHA Channel Routing]]
:[[WMS:GSSHA Contaminants|GSSHA Contaminants]]
:[[WMS:GSSHA Contaminants|GSSHA Contaminants]]
Line 33: Line 34:
:[[WMS:GSSHA Feature Polygons|GSSHA Feature Polygons]]
:[[WMS:GSSHA Feature Polygons|GSSHA Feature Polygons]]
:[[WMS:GSSHA Groundwater|GSSHA Groundwater]]
:[[WMS:GSSHA Groundwater|GSSHA Groundwater]]
:[[WMS:GSSHA Hydraulic Structures|GSSHA Hydraulic Structures]]
:[[WMS:GSSHA Job Control|GSSHA Job Control]]
:[[WMS:GSSHA Job Control|GSSHA Job Control]]
:[[WMS:GSSHA Join SSURGO Data|GSSHA Join SSURGO Data]]
:[[WMS:GSSHA Join SSURGO Data|GSSHA Join SSURGO Data]]
:[[WMS:GSSHA Lakes and Wetlands|GSSHA Lakes and Wetlands]]
:[[WMS:Save GSSHA Project File|GSSHA Manage Files]]
:[[WMS:GSSHA Manage Files|GSSHA Manage Files]]
:[[WMS:GSSHA Mapping Tables|GSSHA Mapping Tables]]
:[[WMS:GSSHA Mapping Tables|GSSHA Mapping Tables]]
:[[WMS:GSSHA Maps|GSSHA Maps]]
:[[WMS:GSSHA Maps|GSSHA Maps]]
:[[WMS:GSSHA Multiple Scenarios|GSSHA Multiple Scenarios]]
:[[WMS:GSSHA Multiple Simulations|GSSHA Multiple Scenarios]]
:[[WMS:GSSHA Nutrients|GSSHA Nutrients]]
:[[WMS:GSSHA Nutrients|GSSHA Nutrients]]
:[[WMS:GSSHA Observation Points|GSSHA Observation Points]]
:[[WMS:GSSHA Observations|GSSHA Observations]]
:[[WMS:GSSHA Output Control|GSSHA Output Control]]
:[[WMS:GSSHA Output Control|GSSHA Output Control]]
:[[WMS:GSSHA Overland Soil Erosion|GSSHA Overland Soil Erosion]]
:[[WMS:GSSHA Overland Soil Erosion|GSSHA Overland Soil Erosion]]
:[[WMS:GSSHA Precipitation|GSSHA Precipitation]]
:[[WMS:GSSHA Precipitation|GSSHA Precipitation]]
:[[WMS:GSSHA Read Solution|GSSHA Read Solution]]
:[[WMS:GSSHA Solution Analysis|GSSHA Solution Analysis]]
:[[WMS:GSSHA Solution Analysis|GSSHA Solution Analysis]]
:[[WMS:GSSHA Solution Results|GSSHA Solution Results]]
:[[WMS:GSSHA Solution Data|GSSHA Solution Data]]
:[[WMS:GSSHA Stream Arcs|GSSHA Stream Arcs]]
:[[WMS:Smooth GSSHA Streams|GSSHA Stream Arcs]]
:[[WMS:Pipe and Node Parameters|Pipe and Node Parameters]]
:[[WMS:Pipe and Node Parameters|Pipe and Node Parameters]]
:[[WMS:Radar Rainfall|Radar Rainfall]]
:[[WMS:Radar Rainfall|Radar Rainfall]]
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:[[WMS:Diversion HEC-1 Cards|Diversion HEC-1 Cards]]
:[[WMS:Diversion HEC-1 Cards|Diversion HEC-1 Cards]]
:[[WMS:HEC-1 Job Control|HEC-1 Job Control]]
:[[WMS:HEC-1 Job Control|HEC-1 Job Control]]
:[[WMS:HEC-1 Input Hydrograph (QI)|HEC-1 Input Hydrograph (QI)]]
:[[WMS:HEC-1 Model Check|HEC-1 Model Check]]
:[[WMS:HEC-1 Reading Existing Files|HEC-1 Reading Existing Files]]
:[[WMS:HEC-1 Run Analysis|HEC-1 Run Analysis]]
:[[WMS:HEC-1 Saving Files|HEC-1 Saving Files]]
:[[WMS:Computing Area Between Elevations|Computing Area Between Elevations]]
:[[WMS:Computing Area Between Elevations|Computing Area Between Elevations]]
:[[WMS:Weighted Average Precipitation|Weighted Average Precipitation]]
:[[WMS:Weighted Average Precipitation|Weighted Average Precipitation]]
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:[[WMS:HEC-HMS Convert Grids|HEC-HMS Convert Grids]]
:[[WMS:HEC-HMS Convert Grids|HEC-HMS Convert Grids]]
:[[WMS:HEC-HMS Defining the Meteorological Model|HEC-HMS Defining the Meteorological Model]]
:[[WMS:HEC-HMS Defining the Meteorological Model|HEC-HMS Defining the Meteorological Model]]
:[[WMS:HEC-HMS Diversions|HEC-HMS Diversions]]
:[[WMS:HEC-HMS Frequency Storm|HEC-HMS Frequency Storm]]
:[[WMS:HEC-HMS Gages|HEC-HMS Gages]]
:[[WMS:HEC-HMS Gages|HEC-HMS Gages]]
:[[WMS:HEC-HMS Job Control|HEC-HMS Job Control]]
:[[WMS:HEC-HMS Job Control|HEC-HMS Job Control]]
:[[WMS:HEC-HMS Junctions|HEC-HMS Junctions]]
:[[WMS:HEC-HMS Loss Methods|HEC-HMS Loss Methods]]
:[[WMS:HEC-HMS Loss Methods|HEC-HMS Loss Methods]]
:[[WMS:HEC-HMS Post Processing|HEC-HMS Post Processing]]
:[[WMS:HEC-HMS Post Processing|HEC-HMS Post Processing]]
:[[WMS:HEC-HMS Properties|HEC-HMS Properties]]
:[[WMS:HEC-HMS Properties|HEC-HMS Properties]]
:[[WMS:HEC-HMS Reach Routing|HEC-HMS Reach Routing]]
:[[WMS:HEC-HMS Reservoirs|HEC-HMS Reservoirs]]
:[[WMS:HEC-HMS SCS Hypothetical Storm|HEC-HMS SCS Hypothetical Storm]]
:[[WMS:HEC-HMS Sinks|HEC-HMS Sinks]]
:[[WMS:HEC-HMS Sources|HEC-HMS Sources]]
:[[WMS:HEC-HMS Standard Project Storm|HEC-HMS Standard Project Storm]]
:[[WMS:HEC-HMS Sub-Basins|HEC-HMS Sub-Basins]]
:[[WMS:HEC-HMS Transform|HEC-HMS Transform]]
:[[WMS:HEC-HMS Transform|HEC-HMS Transform]]
:[[WMS:HEC-HMS User Hyetograph|HEC-HMS User Hyetograph]]


;6.6. Hydrologic Engineering Center-River Analysis System (HEC-RAS)
;6.6. Hydrologic Engineering Center-River Analysis System (HEC-RAS)
:[[WMS:HEC-RAS|HEC-RAS]]
:[[WMS:HEC-RAS|HEC-RAS]]
:[[WMS:HEC-RAS Bridges/Culverts|HEC-RAS Bridges/Culverts]]
:[[WMS:HEC-RAS Bridges/Culverts|HEC-RAS Bridges/Culverts]]
:[[WMS:HEC-RAS Model Control|HEC-RAS Model Control]]
:[[WMS:HEC-RAS Stochastic Modeling|HEC-RAS Stochastic Modeling]]
:[[WMS:HEC-RAS Unsteady Modeling|HEC-RAS Unsteady Modeling]]
:[[WMS:HEC-RAS Unsteady Modeling|HEC-RAS Unsteady Modeling]]
:[[WMS:Recompute All Stations|Recompute All Stations]]


;6.7. Hydrological Simulation Program—FORTRAN (HSPF)
;6.7. Hydrological Simulation Program—FORTRAN (HSPF)
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:[[WMS:HSPF Mass Links|HSPF Mass Links]]
:[[WMS:HSPF Mass Links|HSPF Mass Links]]
:[[WMS:HSPF Modules|HSPF Modules]]
:[[WMS:HSPF Modules|HSPF Modules]]
:[[WMS:HSPF Reading Existing Files|HSPF Reading Existing Files]]
:[[WMS:HSPF Saving and Reading HSPF UCI Files|HSPF Saving and Reading HSPF UCI Files]]
:[[WMS:HSPF Viewing WDM Files|HSPF Viewing WDM Files]]
:[[WMS:HSPF WDM File Interaction|HSPF WDM File Interaction]]
:[[WMS:HSPF WDM File Interaction|HSPF WDM File Interaction]]


Line 122: Line 100:
:[[WMS:MODRAT Job Control Parameters|MODRAT Job Control Parameters]]
:[[WMS:MODRAT Job Control Parameters|MODRAT Job Control Parameters]]
:[[WMS:MODRAT Numbering the Tree|MODRAT Numbering the Tree]]
:[[WMS:MODRAT Numbering the Tree|MODRAT Numbering the Tree]]
:[[WMS:MODRAT Relief Drains|MODRAT Relief Drains]]
:[[WMS:MODRAT Reservoirs|MODRAT Reservoirs]]
:[[WMS:Using GIS Data to Map Parameters|Using GIS Data to Map Parameters]]
:[[WMS:Using GIS Data to Map Parameters|Using GIS Data to Map Parameters]]


;6.9. National Streamflow Statistics Program (NSS)
;6.9. National Streamflow Statistics Program (NSS)
:[[WMS:NSS|NSS]]
:[[WMS:NSS|NSS]]
:[[WMS:NSS Assigning Regression Parameters|NSS Assigning Regression Parameters]]
:[[WMS:NSS Computing Peak Discharges|NSS Computing Peak Discharges]]
:[[WMS:NSS Computing Peak Discharges|NSS Computing Peak Discharges]]
:[[WMS:NSS Hydrographs|NSS Hydrographs]]
:[[WMS:NSS Maximum Flood Region|NSS Maximum Flood Region]]
:[[WMS:NSS Overlapping Regions|NSS Overlapping Regions]]
:[[WMS:NSS State|NSS State]]
:[[WMS:NSS State and National Urban Equations|NSS State and National Urban Equations]]
:[[WMS:NSS Total Basin Area|NSS Total Basin Area]]


;6.10. Orange County Hydrology
;6.10. Orange County Hydrology
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;6.10.a Orange County Unit Hydrograph
;6.10.a Orange County Unit Hydrograph
:[[WMS:Orange County Unit Hydrograph|Orange County Unit Hydrograph]]
:[[WMS:Orange County Unit Hydrograph|Orange County Unit Hydrograph]]
:[[WMS:OC Unit Hydro Design Storms|OC Unit Hydro Design Storms]]
:[[WMS:OC Unit Hydro Effective Precipitation|OC Unit Hydro Effective Precipitation]]
:[[WMS:OC Unit Hydro Effective Precipitation|OC Unit Hydro Effective Precipitation]]
:[[WMS:OC Unit Hydro Job Control|OC Unit Hydro Job Control]]
:[[WMS:OC Unit Hydro Post Processing|OC Unit Hydro Post Processing]]
:[[WMS:OC Unit Hydro Small Area Hydrographs|OC Unit Hydro Small Area Hydrographs]]
:[[WMS:OC Unit Hydro Small Area Hydrographs|OC Unit Hydro Small Area Hydrographs]]
:[[WMS:OC Unit Hydro Unit Hydrograph Method|OC Unit Hydro Unit Hydrograph Method]]
:[[WMS:OC Unit Hydro Unit Hydrograph Method|OC Unit Hydro Unit Hydrograph Method]]
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:[[WMS:OC Rational Initial Sub-area Time of Concentration|OC Rational Initial Sub-area Time of Concentration]]
:[[WMS:OC Rational Initial Sub-area Time of Concentration|OC Rational Initial Sub-area Time of Concentration]]
:[[WMS:OC Rational Job Control|OC Rational Job Control]]
:[[WMS:OC Rational Job Control|OC Rational Job Control]]
:[[WMS:OC Rational Post Processing|OC Rational Post Processing]]
:[[WMS:OC Rational Reach Routing|OC Rational Reach Routing]]
:[[WMS:OC Rational Reach Routing|OC Rational Reach Routing]]
:[[WMS:OC Rational Reports|OC Rational Reports]]
:[[WMS:OC Rational Sub-area Data|OC Rational Sub-area Data]]
:[[WMS:OC Rational Sub-area Data|OC Rational Sub-area Data]]
:[[WMS:OC Rational Tree Mapping|OC Rational Tree Mapping]]
:[[WMS:OC Rational Tree Mapping|OC Rational Tree Mapping]]
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:[[WMS:Rational Method Rainfall Intensity|Rational Method Rainfall Intensity]]
:[[WMS:Rational Method Rainfall Intensity|Rational Method Rainfall Intensity]]
:[[WMS:Rational Method Traditional vs Route by Summing|Rational Method Traditional vs Route by Summing]]
:[[WMS:Rational Method Traditional vs Route by Summing|Rational Method Traditional vs Route by Summing]]
:[[WMS:Dekalb Rational Hydrograph|Dekalb Rational Hydrograph]]
:[[WMS:Modified Rational Hydrograph|Modified Rational Hydrograph]]
:[[WMS:Rational Hydrograph|Rational Hydrograph]]
:[[WMS:Runoff Coefficient Table|Runoff Coefficient Table]]
:[[WMS:Runoff Coefficient Table|Runoff Coefficient Table]]
:[[WMS:Universal Rational Hydrograph|Universal Rational Hydrograph]]
:[[WMS:User Defined Rational Hydrograph|User Defined Rational Hydrograph]]


;6.12. Storm Drain
;6.12. Storm Drain
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:[[WMS:TR-55 Outlet Data|TR-55 Outlet Data]]
:[[WMS:TR-55 Outlet Data|TR-55 Outlet Data]]
:[[WMS:TR-55 Hydrographs|TR-55 Hydrographs]]
:[[WMS:TR-55 Hydrographs|TR-55 Hydrographs]]
:[[WMS:TR-55 Channel Travel Time|TR-55 Channel Travel Time]]
:[[WMS:TR-55 Edit Parameters|TR-55 Edit Parameters]]
:[[WMS:TR-55 Edit Parameters|TR-55 Edit Parameters]]
;6.16.a. Map Data Equations
;6.16.a. Map Data Equations
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:[[WMS:Delineate Inundated Area|Delineate Inundated Area]]
:[[WMS:Delineate Inundated Area|Delineate Inundated Area]]
:[[WMS:Define and Smooth Streams|Define and Smooth Streams]]
:[[WMS:Define and Smooth Streams|Define and Smooth Streams]]
[[Category:User Manuals]]

Latest revision as of 19:04, 5 May 2022


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 Hydraulic Structures
GSSHA Job Control
GSSHA Join SSURGO Data
GSSHA Manage Files
GSSHA Mapping Tables
GSSHA Maps
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
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
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
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
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)
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 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