WMS:WMS User Manual 9.1: Difference between revisions

From XMS Wiki
Jump to navigationJump to search
Line 37: Line 37:
:[[WMS:2D Grid Module|2D Grid Module]]
:[[WMS:2D Grid Module|2D Grid Module]]
:[[WMS:2D Scatter Point Module|2D Scatter Point Module]]
:[[WMS:2D Scatter Point Module|2D Scatter Point Module]]


;5. Models
;5. Models

Revision as of 22:21, 2 January 2013

Book-Icon This is an Aquaveo Public Wiki Book bookshelf ]
[ Open in Book Creator ]


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
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. 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. HEC-1
HEC-1
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 Parameters
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. 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. 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. 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. 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. 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. 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