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evaporation
of standing surface water |
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snow
accumulation and melting |
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rainfall
interception in depression storage |
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infiltration
of rainfall into upper soil layers |
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percolation
of infiltrated water into groundwater
layers |
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interflow
between groundwater and the conveyance
system |
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10
rainfall/runoff models including
the EPA Standard non-linear reservoir
method |
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| (Click
to enlarge the picture) |
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Unmatched Geospatial
Hydraulic Modeling Features
InfoSWMM contains a flexible set of
hydraulic modeling capabilities used
to route runoff and external inflows
through a network of pipes, channels,
storage/treatment units and diversion
structures. These include the ability
to:
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handle
networks of unlimited size |
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use
a wide variety of standard closed
and open conduit shapes as well
as natural channels |
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model
special elements such as storage/treatment
units, flow dividers, pumps, weirs,
and orifices |
| |
apply
external flows and water quality
inputs from surface runoff, groundwater
interflow, infiltration/inflow,
dry weather sanitary flow, and
user-defined inflows |
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choose
between uniform flow, kinematic
wave, or full dynamic wave flow
routing methods |
| |
model
various flow regimes, such as
backwater, surcharging, reverse
flow, and ponding |
| |
apply
comprehensive modulated dynamic
controls (RTC) to pumps, orifices,
outlets, and weirs via user-defined
control rules enabling any hydraulic
structure to be simulated |
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| |
dry-weather
pollutant buildup over different land
uses |
| |
pollutant
washoff from each land use during storm
events |
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direct
contribution of rainfall deposition
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| |
reduction
in dry-weather buildup due to street
cleaning |
| |
reduction
in washoff load due to BMPs |
| |
entry
of dry weather sanitary flows and user-specified
external inflows at any point in the
conveyance system |
| |
routing
of water quality constituents through
the pipe/channel network |
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reduction
in constituent concentration through
treatment at junction nodes or in storage
units. |
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model
hydrogen sulfide generation and propagation |
| |
predict
corrosion in conduits |