Discover Some of the Many Advantages and Benefits of H2OMAP Water Suite:
Basic Information
Programming Language Advanced Object-Oriented Geospatial Component Model
Hydraulic Engine Modified Hybrid
Run Speed Excellent
Convergence Excellent
Largest Client Model Over 200,000 pipes
Portable
Platform Stand Alone
On-line Help
Documentation
Diagnostic Messages
Documented Messages
Extended-Period Simulation
Energy Cost Analysis
Advanced Water Quality Analysis
Leakage and Sprinkler Analysis
Pressure Dependent Demand Analysis (automatically calculate the percentage of demand supplied to each node - ratio of actual demand vs specified demand)
Cost $4,000 ($5,000 Suite) for 1,000 pipes
Support Cost 1st year free then $800/yr ($1,000/yr for platinum plan)
Upgrades (free)
Software Support (free)
Engineering Support (free)
Toll Free Phone Support  
Continuing Education Workshops  
Model Management
Tree-Based Scenario Management
Scenario Manager Supports Inheritance
True Inheritance (Change a Value in the Parent and it Changes in the Child)
Support Reverse Inheritance (Change a Value in the Child and it Automatically Changes in the Parent If so Desired)
Alternatives
Alternatives Support Inheritance
Subsetting of Model
Facility Management
Input Scenario Comparison
Output Scenario Comparison
Active Link Between Scenario Manager and Results
Use Relational Database to Store Model Data
Combined Input and Output Attribute Tables
Water Quality Modeling Capabilities
Track the Movement of a Non-Reactive Tracer Material (e.g., fluoride) Through the Network Over Time
Model the Movement and Fate of a Reactive Material as It Grows (e.g., a disinfection by-product) or Decays (e.g., chlorine residual) with Time
Calculate the Age of Water Throughout a Network
Compute the Average Residence Time for the System
Compute the Percent of Flow from a Given Node Reaching All Other Nodes Over Time
Analyze Kinetic Reactions Both in the Bulk Flow and at the Pipe Wall
Incorporate Nth Order Kinetics to Model Reactions in the Bulk Flow
Use Zero or First Order Kinetics to Model Reactions at the Pipe Wall
Account for Mass Transfer Limitations when Modeling Pipe Wall Reactions
Allow Growth or Decay Reactions to Proceed up to a Limiting Concentration
Employ Global Reaction Rate Coefficients that Can be Modified on a Pipe-by-Pipe Basis
Permit Wall Reaction Rate Coefficients to be Correlated to Pipe Roughness
Allow for Time-Varying Concentration or Mass Inputs at any Location in the Network
Model Storage Tanks as Being Either Complete Mix, Plug Flow, or Two-Compartment Reactors
FireFlow Simulation
Ability to Run Multiple Fire Flow Locations
Ability to Set Different Fire Flows in Single Simulation
Calculate Available Flow
Calculate Design Flow
Ability to Review Fire Flow Pipe and System Results for Each Fire Node
Ability to Subset the Searching Range of the Fire Flow Analysis
Import/Export
ODBC Support Import/Export
Fully Compatible with Intergraph GeoMedia and GeoMedia Professional Import/Export
EPANET Import/Export
Shapefiles Import/Export
MID/MIF Import/Export
Direct ArcSDE Support
Geodatabase Support
Other Import Formats Delimited Text, Coverages, Excel, Access, dBase, Lotus, FoxPro
Database Management
Ability to Add New Attributes
Open Database Architecture
Ability to Build/Update Models From Geodatabase and Geometric Network
Create/Update Map from Database
Create/Update Database from Map
Ability to Graphically Query New Attributes
Sort Ascending/Descending
Find/Search
Ability to Create SQL Statements to Calculate or Set Values
Summary Statistics
Field Calculator
Group Editing
Copy - Paste
Set Default Values
Save/Recall Element Selection Sets
Save/Recall Dabatase Query Sets
Create Special Query Sets
Graphical Editing
Redraw Existing Pipes
Automated Pipe Length Measurement
Rubber Banding of Pipes When Nodes are Moved
Reverse Node Order
Undelete/Recall
Annotation and Labeling
Zoom to Domain
Ability to Delete Selected Element
QA/QC Drawing Tools
Network Trace
Trace Upstream Network
Trace Downstream Network
Network Review/Fix Tool
Display Connectivity
Show Connected Links
Fill Link Connectivity
Update Links
Verify Link Direction
Fix Link Direction
Insert Nodes Based on Tolerance at Ends of Pipe Segments
Ability to Identify Nodes with Only One Pipe Connected
Identify and Fix Nodes in Close Proximity (Overlapping/Duplicate Nodes)
Locate and Fix Pipe-Split Candidates
Check Hydraulic Data Prior to Analysis Run
Check Topology Data Prior to Analysis Run
Locate Parallel/Duplicate/Superimposed Pipes
Locate and Fix Crossing/Intersecting Pipes
Locate and Fix Orphan Pipes
Ability to Identify Disconnected Pipes and Nodes
Join Disconnected Nodes
Merge Nodes
Ability to Graphically View Disconnected Areas
Results Presentation
Results Histogram
Customizable Graphs and Reports
Multiple Elements Support
Animated HGL Profile
Elevation Profile
Pump Operation
Animated Graphs to Show Time-Varing Results
Display Multiple Graphs and Reports
3D Graphing
Named Views
Save Graphs and Profiles
Attribute Selection
Full Results Query Capability
Min/Max/Avg Results
Dynamic Color-Coding
Contouring Ability
Dynamic Contour Labeling
Video Type Controls
Export All Pipe and Node Results as Shapefiles
Export Contours as Shapefiles
Demand Allocation
Included
Customer Meter Data
Assign Demands to Closest Junctions
Assign Demands to Closest Pipes
Assign Demands Based on Meter Summation within Each Service Area
Display Meter-Junction Allocation
Display Meter-Pipe Allocation
Area Based Water Use
Population or Land Use Based Water Use
Future Demand Projection
Complete Demand Distribution
Water Duty Calculator
Automated Water Duty Determination (Water Duty Developer)
Create New Demand Alternative for Each Allocation Process
Pressure vs Demand Curve
Create Thiessen Polygons
Create Service Areas
Create Pressure Zone Boundaries
Create/Edit/Move Polygons
Process Polygon Intersection
Process Polygon Summation
Stepwise Demand Pattern
Continuous Demand Pattern
Elevation Extraction
Included
Use GRID or other DEM/DTM to Calculate Elevation Data
Compute Elevation Profile from Contour
Interpolate Between Contour Lines to Compute Elevation
Interpolate Elevation from Survey Points
Use Spatial Join to Extrapolate Elevation
Allocate Elevations to Pumps and Valves
Assign Elevations to All Modeled Nodes in One Process
Hydraulic and Water Quality Model Calibration
Included
Genetic Algorithm
Global Search/Elitism
Multiple Scenarios Calibration
Multiple Fire Flow Tests Calibration
Allow Any Combination of Field Test Data
Complete EPS Calibration
Adjust Pipe Roughness Coefficient
Use Any Selected Range of Multipliers to Adjust Pipe Roughness Coefficients
Adjust Pipe Status
Adjust Pump and Valve Status
Adjust Junction Demand
Total Mass Flow Conservation
Calculate Pipe Wall Coefficient
Water Quality
Match Observed Junction Pressures
Match Observed Tank Levels
Match Observed Pipe Flows
Match Observed Valve Flows
Match Observed Pump Flows
Match Observed Chemical Concentrations
Graphical Comparison
Produce Pressure, Flow and HGL Correlation Plots
Generate Pressure, Flow and HGL Correlation Statistics
Model Skeletonization
Included
Automatic Skeletonization
Pipe Removal Based on Attribute(s)
Dead-End Removal
Series Pipe Merging
Merge Dissimilar Pipes*
Parallel Pipe Merging*
Compute a Hydraulically Equivalent Model*
Protect Selected Elements from Skeletonization
Graphically Preview Skeletonization Candidates Individually Before Proceeding
Generate a Detailed Skeletonization History Element Report (Series and Parallel Pipe Merging and Dead-end/Branch Trimming)
Preserve Network Integrity
Prevent Network Disconnections
Re-allocate Junction Demands
      Distance Weighted Allocation
      Evenly Distributed Allocation
      Demand Weighted Allocation (Proportional to Existing Demand)
      Nearest Junction
      Furthest Junction
Maintain Total System Demand
Perform Multiple Skeletonization Runs
Save Skeletonization Settings

Note: *: Equivalent pipes were once commonly used by modelers to minimize the number of pipes in the model. The reduced model is referred to as equivalent model. However, the limitations (hardware and software capacities) that made this process necessary have been eliminated and it is better engineering practice to avoid using equivalent pipes, especially for water quality modeling. The reduced (equivalent) network model will contain equivalent pipe diameters that do not represent actual pipes, so there can be confusion regarding what is real and what is equivalent. In addition, the equivalent pipes will be different from those in the CAD and GIS data sets, which will make it difficult to maintain data integrity and significantly limit data updating, transfer and maintenance.
SCADA Interface
Included
Update Tank Water Level from SCADA
Update Pump Status & Speed Setting from SCADA
Update Valve Status & Setting from SCADA
Demand Adjustment from SCADA
Velocity Alarm
Tank Level Alarm
Compare Junction Pressures
Compare Pipe Flows
Compare Pump Flows
Compare Valve Flows
Real-Time Data Connection
Miscellaneous
True Variable Speed Pump (VSP) Modeling
      Model VSP Anywhere in the Network
      Model Any In-line Booster Stations as VSPs
      VSPs Need NOT Be Connected to a Reservoir or Tank
      Maintain Target Pressure/Head Anywhere (at Any Location) in the Network
      Maintain Target Pressure/Head at the Discharge Node
      VSP Can Work in Conjunction With Logical and Simple Controls
Model Vacuum Breaker Valves
Model Float Valves
Model General Purpose Valves
Model Motorized Throttled Valves (Percent Opening vs Loss Coefficient Valves)
Support Link Flow Control
Track Flow Reversal For Pipe Flushing
Determine Pipe Sequences for Unidirectional Flushing
Calculate Net Positive Suction Head Requirements and Cavitation Index
Generate System Head Curves
Generate Fire Hydrant Rating Curves
Multiple Hot-Links
Pipeline Costing Tool
Engineering Tables Provided
Hydraulic Calculator
Flexible Units
Reference Formats DGN, DWG, DXF, SHP, MI, AI Coverages, Tiffs, Geodatabases
Ability to Thematically Map Reference Files
Model Coordinate Transformation
True GIS Layer Management
Load any Aerial Photographs
Display any Background Images (Unlimited Layers)
Automated Polyline Conversion
TIN overlay capability
Advanced Water Security Tools
Event/Consequence Management
Vulnerability Assessment
Track Contaminants to Originating Sources
Compute Required Purging Volume
Determine All Critical Facilities that Will Result in the Distribution System Hydraulic Failure
Event Isolation
Breakdown Isolation
Generate Customer Notification Report
Pressure related demand
Well drawdown curve
Incremental pump and valve operation changes
Dry system modeling
Demand calibration
Daily, weekly and monthly demand variation
Link criticality assessment
Genetic Algorithm for Optimal Pump Scheduling
Genetic Algorithm for Optimal Pipe Design and Rehabilitation
GIS Data Exchange Tool
Seamless GIS to Hydraulic Model Data Exchange (Eliminate Need to Use 3rd Party Database or Spreadsheet Program as the "Middle-Man")
GIS Data Lives Inside Hydraulic Model - No Disconnect Between GIS and the Model
Readily, Quickly and Easily Updatable Data Exchange Format Saves the User Significant Work Time
Bi-Directional Data Sharing with any GIS Shapefile
Results Easily Updateable Using Existing GIS Shapefiles
Opportunities for IMS-Integration