| |
handle
networks of unlimited size |
| |
use
a wide variety of standard closed
and open conduit shapes as well
as natural channels |
| |
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 |
| |
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 dynamic control
(RTC) to pump status, orifice
opening and weir level via user-defined
control rules |
| |
dry-weather
pollutant buildup over different land
uses |
| |
pollutant
washoff from each land use during storm
events |
| |
direct
contribution of rainfall deposition |
| |
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 |
| |
reduction
in constituent concentration through
treatment at junction nodes or in storage
units. |