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

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