| Analysis
Methods and Special Entities |
| Largest
Model to Date |
37,000
pipes |
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| Steady-State
Analysis |
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| Automated
Design |
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| Existing
Systems |
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| New
Systems |
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| Multiple
Peaking Methods |
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| Equation
Based Flow Peaking |
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| Flow
and Population Based Peaking Curves |
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| Time
Routed EPS Analysis (Successive static
solutions considering diurnal curves) |
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| Fully
Dynamic Simulation (Solve St. Venant
Equations) |
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| Dynamic
Wave Routing |
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| Uniform
Flow Routing |
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| Constant
and Variable Speed Pumps |
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| Fixed
Flow Pumps (Automatically Compute Pump
Speed to Maintain the Desired Pump Discharge
Flow) |
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| Parallel
Pumps with Separate Controls |
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| Pump
On-Off Controls |
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| Account
for Infiltration/Inflow |
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| Hydrograph
Aggregation (Preserve Peak and Volume) |
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| Hydrograph
Attenuation (Dynamic Wave) |
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| Pressure
Pipe Flow (Not a Force Main) |
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| Gravity
Pipes and Force Mains |
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| Circular
and Non-Circular Channels (rectanguar,
trapezoidal, parabolic, square, triangular,
etc.) |
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| Quality
Calculations |
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| Source
Trace |
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| Time
of Concentration |
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| Pollutant
Transport |
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| BOD
|
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| Sediment
Deposition and Transport |
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| Hydrogen
Sulfide Prediction |
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| Corrosion
Rate Estimation |
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| Automated
Design (Design Replacement and Relief
Pipes) |
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| Design
Flow Based on Peaking Methods |
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| Design
Flow Based on EPS/Dynamic Simulations |
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| Multiple
Batch Runs |
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| Flow
Diversions |
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| Adverse
Slopes |
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| Siphons |
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| Multiple
Outlets |
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| Spills
and Surcharge Conditions |
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| Backwater
Calculations |
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| Pipe
Cost Calculations |
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| Project
Cost Summaries |
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