| General
Capabilities |
Ability
to use background layers
|

|
(BMP,
DXF, DGN, DWG, SHP, MI, AI Coverages,
Tiffs, Geodatabases, etc.) |
|
Zoom
and pan
|
 |
|
Named
views
|
 |
|
Network
overview
|
 |
|
Coordinate
scaling
|
 |
|
Support
different element sizes and line
widths
|
 |
|
Support
copy and paste to and from the
clipboard
|
 |
|
Search
for specific nodes and links
|
 |
|
Data-entry
error checking
|
 |
|
Record keeping and tracking model changes
|
 |
|
Multiple
database queries
|
 |
|
Variable
time step
|
 |
|
Real-time
controls
|
 |
|
Calibration
|
 |
|
Dynamic
display
|
 |
|
Error
detection and consistency checks
|
 |
|
Simulation
progress bar
|
 |
|
Evaluate
loop systems
|
 |
|
Multiple/batch
runs
|
 |
|
Compare
multiple scenario results
|
 |
|
Pre-steady
state run
|
 |
|
Interface
to external runoff and routing
files
|
 |
|
Save
results in the EPA standard binary
data format
|
 |
|
User
defined attributes for any modeling
object
|
 |
|
Block-edit
ALL modeling data
|
 |
|
Support
for Radar Rainfall formats from
OneRain, Vieux, and NOAA NEXRAD
|
 |
|
Scenario
Management - All in the same Model
|
 |
|
| Model
unique facilities (Existing, 2015,
2025, etc.) |
 |
|
| Change
any parameter or data |
 |
|
| Data
changes may be applied to all
scenarios |
 |
|
| Compare
multiple scenario results on one
graph |
 |
|
Model
street overland flows
|
 |
|
Model
dual drainage
|
 |
|
Catch
Basin Multiplier
|
 |
|
 |
|
Irregular
pipe sections
|
 |
|
Simulate
transverse weir
|
 |
|
Simulate
side flow weir
|
 |
|
Simulate
V-notch weir
|
 |
|
Simulate
trapezoidal weir
|
 |
|
Simulate
any type of weir
|
 |
|
Simulate
constant and variable speed pumps
|
 |
|
Simulate
manifold pump system
|
 |
|
Simulate
orifices
|
 |
|
Simulate
gates
|
 |
|
Simulate
the filling and draining of a
storage facility
|
 |
|
Size
a storage facility
|
 |
|
Simulate
a leaping weir
|
 |
|
Simulate
a hydrobrake
|
 |
|
Flow
routing equations
|
H2OMAP
SWMM 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. |
|