Discover
Some of the Many Advantages and Benefits of
InfoSWMM for ArcGIS:
| General
Capabilities |
Require
Only ArcView License*
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Support
ArcView Version 8.2 and
up
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Ability
to display background layers |
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(BMP,
DXF, DGN, DWG, SHP, MI,
AI Coverages, Tiffs, Geodatabases,
etc.) |
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Zoom
and pan
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Named
views
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Network
overview
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Coordinate
scaling
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Support
different element sizes
and line widths
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Support
copy and paste to and from
the clipboard
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Search
for specific nodes and links
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Data-entry
error checking
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Record keeping and tracking model changes
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Multiple
database queries
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Variable
time step
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Real-time
controls
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Calibration
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Dynamic
display
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Error
detection and consistency
checks
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Simulation
progress bar
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Evaluate
loop systems
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Multiple/batch
runs
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Compare
multiple scenario results
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Pre-steady
state run
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Interface
to external runoff and routing
files
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Save
results in the EPA standard
binary data format
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User
defined attributes for any
modeling object
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Block-edit
ALL modeling data
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Support
for Radar Rainfall formats
from OneRain, Vieux, and
NOAA NEXRAD
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Scenario
Management - All in the
same Model
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Model
unique facilities (Existing,
2015, 2025, etc.) |
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Change
any parameter or data |
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Data
changes may be applied to
all scenarios |
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Compare
multiple scenario results
on one graph |
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Model
street overland flows
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Model
dual drainage
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Catch
Basin Multiplier
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Irregular
pipe sections
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Simulate
transverse weir
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Simulate
side flow weir
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Simulate
V-notch weir
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Simulate
trapezoidal weir
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Simulate
any type of weir
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Simulate
constant and variable speed
pumps
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Simulate
manifold pump system
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Simulate
orifices
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Simulate
gates
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Simulate
the filling and draining
of a storage facility
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Size
a storage facility
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Simulate
a leaping weir
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Simulate
a hydrobrake
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Flow
routing equations |
InfoSWMM
is a discrete time simulation
model that uses the powerful
semi-implicit dynamic solution
scheme (more accurate
than implicit schemes and more stable/robust than explicit schemes)
of the full St. Venant
equations enhanced with
the method of successive
approximation with under-relaxation,
and a variable time step
based on Courant stability
criterion. This rigorous
and very accurate hybrid
method is now the USEPA
standard and FEMA certified. |
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Steady
state routing
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Kinematic
wave routing
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Dynamic
wave routing
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Use
individual or global hydraulic
parameters
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Simulate
surcharging
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Model
backwater effects
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Model
flow reversal
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Model
pressurized flow
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Account
for minor losses
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Analyze
complex bypasses and outfalls
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Model
advserse pipes
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Evaluate
changes in flow conditions
(supercritical to subcritical)
within consecutive pipe
segments (e.g., a slope
change from 0.5% to 8%)
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Evaluate
conditions with drop manholes,
junctions, pumps, orifices,
etc. showing an accurate
representation of the HGL
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Simulate
tidal gates
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Capability
of a hot start
to begin a simulation at
a specific point in the
analysis
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Evaluate
siphons, low flow-diversions,
reverse flows, pressure
flow, and outfalls
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Flow
reversal correctly computed
for any object including
culverts
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Flap
gate available in any conduit/weir/orifice/outlet
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Split
network by routing type
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Identify
cause of flooding as backwater
or capacity
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Solutions
with SWMM supercede HEC
culvert equations
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Analyze
sediment impacts
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Load
system (flow and/or water
quality) with:
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subcatchment
hydrology,
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groundwater,
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external
timeseries,
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dry-weather
flow, or
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rainfall-derived
inflow and infiltration
(RDII as RTK unit hydrograph)
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Variable
Time Step simulations optimize
simulation runtime for accuracy
and speed
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Efficient long-term wet-weather flow simulation
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Modulated
controls for pumps, weirs,
orifices
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| Hydrology/Flow
Generation |
Use
the Soil Conservation Service
(SCS) method of generating
runoff
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Use
the Tri-triangular (RTK)
unit hydrograph
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Use
Colorado Urban Hydrograph
Procedure (CUHP)
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Use
NRCS Dimensionless Unit
Hydrograph
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Use
NRCS Triangular Unit Hydrograph
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Multiple
diurnal flow patterns for
sanitary flows
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Model
Infiltration/Inflow
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Model
snow accumulation and snowmelt
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Model
time-varying rainfall
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Model
evaporation of standing
surface water
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Account
for wind speed and temperature
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Model
rainfall interception from
depression storage
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Model
infiltration of rainfall
into unsaturated soil layers
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Model
percolation of infiltrated
water into groundwater layers
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Model
interflow between groundwater
and the drainage
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Model
overland flow routing using
nonlinear reservoir method
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Consider
antecedent moisture conditions
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Allows
irregular interval rainfall
timeseries
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Import
weather timeseries in NCDC
TD-3200 format
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Model
snowplowing and street sweeping
hydraulics and water quality
impacts
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Continuous
simulations with no limits
on run duration
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Multiple
dry-weather base flows with
multiple patterns for each
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Derive
rainfall from raster data
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Delmarva
Unit Hydrograph
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Clark
Unit Hydrograph
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Snyder
Unit Hydrograph
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Santa
Barbara Hydrograph
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Espey
Unit Hydrograph
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Modified
Rational Method
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| Importing/Exporting
& Reporting |
Import/Export/Query/Report
any combination of input and output
data
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ArcGIS-centric
application
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Import
and export SWMM5 projects
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Import
free format data base information
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Display
time series graphs
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Dynamic
HGL profile display
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Color
code map results
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Import
and export formats |
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ASCII, ESRI Generate,
EPA-SWMM5, MapInfo MID/MIF, ESRI Shapefiles,
Geodatabases, Any ODBC Compliant Data
Sources, Any ADO Compliant Data Sources |
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Customizable
reports |
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On-demand
reporting for multiple statistics for
all modeling objects |
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One-click
frequency graphing of summary reports |
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Export
and import system subsets |
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Extract
statistics based on event thresholds |
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Extract
daily statistics for all modeling objects |
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Clear
and concise error and continuity reporting |
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Filter
data according to threshold values |
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Select
system subsets according to model results |
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Fully
Customizable Thematic Mapping of Conduits
and Nodes based on Flow Conditions (e.g.
flooding, surcharging, d/D, etc...) |
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Statistics
Manager capable of generating heuristics
for any output parameter and capability
to summarize results by day, month,
or defined events |
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Create
profile plots before running a simulation |
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Create
reports for all or a subset of modeling
objects |
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Generate outputs for all or a subset of modeling objects |
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Display
SCADA measurements on output graphs
of the following parameters: |
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Node
Depth
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Node
Head
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Lateral
Inflow
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Flooding
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Node
Quality
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Storage
Volume
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Link
Flow
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Counduit
Depth
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Conduit
HGL
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Conduit
Velocity
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Runoff
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Snow
Depth
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Groundwater
Flow
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Groundwater
Elevation
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Washoff
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| Water
Quality |
Route
contaminants
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Route
pollutants
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Pollutant
removal
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Pollutant
build-up
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Pollutant
washoff
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Impacts
on aquatic systems and habitats
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Model
total suspended solids
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User-defined
(extensible) equations for treatment
based on hydraulic variables
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Treatment
applied at nodes or storage as continuous-flow
stirred-tank reactors (CSTR)
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Pollutant
loading from watershed, groundwater,
atmosphere or inflows and infiltration
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Model
common wet-weather controls (BMPs, LID,
SUDS and SQIDs) including
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Non-structural
controls (via load reduction)
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Street
sweeping
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Construction
site management berms, vehicle wash,
etc.
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Structural
controls
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Wetlands/bioretention
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Infiltration
trench
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Filter
strip
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Porous
pavement
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Dry
well and Cistern
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Filters
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Manufactured
BMP's
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Vortex
seperation
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Other
hydrodynamic devices
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Model
conservative and reactive substance
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Model
co-pollutants with individual reactions
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Model
Hydrogen Sulfide Buildup and Corrosion
potential
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Source tracing
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Sediment deposition and transport
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| GIS
Interface |
| Work
with Native GIS data |
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| Support
ESRI Geodatabase/ArcSDE |
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| ODBC
Support |
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| Fully
Compatible with Intergraph GeoMedia
and GeoMedia Professional |
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| CSV
Support |
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| Undo/Redo deletion |
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| ModelTracker and Project Notes |
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| Automated
Network Drawing Review and Fix Tool
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| Locate
and Fix Superimposed/Duplicate Pipes
and Manholes |
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| Locate
and Fix Nodes in Close Proximity |
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| Locate
and Fix Pipe Split Candidates |
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| Locate
and Fix Crossing/Intersecting Pipes |
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| Network
Topology Fix |
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| Network
Trace |
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| Trace
Upstream Network |
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| Trace
Downstream Network |
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| Locate
Disconnected Nodes |
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| Locate
Manholes with Excessive Invert Differentials |
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| Automated
Polyline Conversion |
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| Automated
Network Audit Tool |
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| Validate
Proper Connectivity |
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| Report
Missing Data |
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| Automated
Engineering Review Tool |
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| Validate
Data Based on Engineering Standards |
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| Validate
Based on Any User-Defined Set of Rules |
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| Support
CAD (DXF, DWG and DGN) files |
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| Load
any Aerial Photographs |
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| Display
any Background Images (Unlimited Layers) |
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| Multiple
Hot Links |
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| Save
views/bookmarks |
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| Calculate
conduit offsets from conduit and node
invert data |
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| Calculate
maximum depth from raster, contour or
spot elevation data |
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| Calculate
node inverts from conduit slope information |
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| Extract
transects from raster or contour data |
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| Interpolate
missing invert elevations from existing
data |
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| Graph
or edit objects selected using the ArcGIS
selection tools |
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| 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") |
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| GIS
Data Lives Inside Hydraulic Model -
No Disconnect Between GIS and the Model |
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| Readily,
Quickly and Easily Updatable Data Exchange
Format Saves the User Significant Work
Time |
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| Bi-Directional
Data Sharing with any GIS Shapefile
or Feature Class |
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| Results
Easily Updateable Using Existing GIS
Shapefiles or Feature Class |
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| Opportunities
for IMS-Integration |
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| Fully
Support ArcGIS Definition Queries |
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| Automated
Subcatchment Delineation and Definition |
| Edit
subcatchments within model
using smart topology |
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| Automatic
processing for distributed
(radar) rainfall data |
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| Automatically
create a raingage for each
subcatchment |
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| Advanced
Polygon Processing |
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Assign
soil types and coverage |
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Assign
land use types and coverage |
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Assign
impervious percentage |
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| Calculate
subcatchment width (4 methods) |
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| Calculate
subcatchment slope (2 methods) |
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| Automated
delineation of subcatchments
from Raster data |
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| Automatically
associate raingages to the
closest catchment |
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| Automated
Dry Weather Flow Computation and
Allocation |
| Assign
multiple base DWF loads
by type |
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| Assign
multiple patterns to each
base load |
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| Assign
load based on water meters
closest to each node or
conduit |
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| Allocation
to specified nodes only |
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| Apply
load based on build-out
conditions, population,
or land use area |
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| Create
loads at nodes based on
intersection of land-use
polygons and load areas |
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| Create
Thiessen polygon layer for
nodes |
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| Persistently
save loading categories
for future modeling |
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| Geospatial
demand allocation based
on shapefiles |
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| Calculate
land use factors from meter
data |
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| Automated
Optimal Calibration |
| Automate
calibration process |
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| Group
sets of parameters according
to model needs and engineering
judgement |
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| Conduct
repetitive calibration tasks
quickly |
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| Compare
depth, flow and/or velocity
from model with measured
data |
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| Evaluates
parameters according to
one of nine goodness-of-fit
evaluation criteria: |
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Simple
least square error |
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Mean
least square error |
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Root
mean square error |
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Nash-sutcliffe
efficiency criterion |
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Modified
coefficient of efficiency |
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R-square |
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Deviation
in total volume of observed
and simulated values |
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First
dimensionless form of simple
least square error |
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Dimensionless
form of root mean square
error |
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| Calibrate
based on entire time series
data |
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| Calibrate
based on peak values (e.g.
peak flows) |
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| Calibrate
based on low values (e.g.
low flows) |
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| Store
all flow, depth, and velocity
monitoring data within project |
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| Calibrate
based on any combination
of SWMM hydrology inputs |
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| Calibrate
parameters for: |
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Subcatchments |
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Groundwater |
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Aquifers |
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Soils |
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R-T-K
Hydrographs |
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Conduit
Roughness |
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| Automated
Optimal Design to Eliminate Sewer
Overflows |
| Input
unit costs for: |
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pumps
(per unit cost) |
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conduit
($/linear measurement) |
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storage
($/volume measurement) |
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| No
limit to number of costs
applied to each type |
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| Assign
cost groups to system components
as individuals or groups |
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| Apply
to entire system or sub-system |
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| Fully
supports all loading and
routing options |
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| Automatically
update data with final solution |
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| Performance
criteria include depth to
diameter ratio, max/min
velocity and maximum headloss |
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| Design/Optimize
placement of wet weather
controls |
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| Design/Optimize
storage size |
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| Design/Optimize
pipe size and slope |
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| Design/Optimize
pump capacity |
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| Specify
unique hydraulic constraints
and violation penalties
for any element or group
of elements |
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| Automated
Overland Urban Flood Modeling |
| Very
accurately represent flood
depths and area of spread
across the ground model |
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Quickly determine the
extent of sewer overflows
and flooding (volume and
reach) |
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Calculate population
at risk |
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Pinpoint sources overloading
the system |
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| Locate
system capacity limitations
and blockages |
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| Estimate
property damage costs |
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| Highlight
overland flow pathways showing
the lateral routes and spreading
of floodwaters |
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| Automated
Stage-Storage Relationships Modeling |
| Accurately
decouple gravity-conduits
from forcemain systems |
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Determine storage capacity
in a conduit network |
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Compute depth-volume
relationship for natural
channels |
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Construct depth-area
curve for the wet-well |
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| Present
results graphically and
in report form |
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| Allow
editing and modification
of analysis results |
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| Export
results to InfoSWMM |
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| *Subcatchment
Manager may require ArcView Spatial
Analysis Extension to function. |
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