InfoSewer CHAMBOUT.DBF File in the IEDB Folder
Parameter | Value | Description |
---|---|---|
ID | Identifier for the object/element | |
Head | Head or HGL from the Simulation |
Autodesk Technologist with Information about Stormwater Management Model (SWMM) for watershed water quality, hydrology and hydraulics modelers (Note this blog is not associated with the EPA). You will find Blog Posts on the Subjects of SWMM5, ICM SWMM, ICM InfoWorks, InfoSWMM and InfoSewer.
InfoSewer CHAMBOUT.DBF File in the IEDB Folder
Parameter | Value | Description |
---|---|---|
ID | Identifier for the object/element | |
Head | Head or HGL from the Simulation |
InfoSewer Control.DBF File in the IEDB Folder
Parameter | Value | Description |
---|---|---|
ID | Identifier for the object/element | |
METHOD | Control method or rule applied | |
ON | Condition for activating the control | |
OFF | Condition for deactivating the control | |
STA_FLOW | Starting flow rate for the control | |
BASE_FLOW | Base flow rate without control | |
PATTERN | Flow pattern or profile | |
MIN_SPEED | Minimum allowed speed for flow control | |
MAX_SPEED | Maximum allowed speed for flow control |
This code is a Python interface to the SWMM5 hydrology and hydraulic simulation software. It uses the ctypes library to interface with the SWMM5 library, which is either a shared library file on Linux systems (libswmm5.so) or a dynamic-link library file on Windows systems (swmm5.dll). The code provides several functions to run and control the SWMM5 simulation, such as run
, open
, step
, end
, close
, and report
. It also provides functions to retrieve information from the simulation, such as getMassBalErr
, getWarnings
, getError
, getValue
, getSavedValue
, and decodeDate
. Additionally, the code includes several constants that are used to specify the type of objects and properties in the simulation.
Index Name | Integer Value | Description |
---|---|---|
GAGE | 0 | |
SUBCATCH | 1 | |
NODE | 2 | |
LINK | 3 | |
SYSTEM | 100 | |
JUNCTION | 0 | |
OUTFALL | 1 | |
STORAGE | 2 | |
DIVIDER | 3 | |
CONDUIT | 0 | |
PUMP | 1 | |
ORIFICE | 2 | |
WEIR | 3 | |
OUTLET | 4 | |
GAGE_RAINFALL | 100 | |
SUBCATCH_AREA | 200 | |
SUBCATCH_RAINGAGE | 201 | |
SUBCATCH_RAINFALL | 202 | |
SUBCATCH_EVAP | 203 | |
SUBCATCH_INFIL | 204 | |
SUBCATCH_RUNOFF | 205 | |
SUBCATCH_RPTFLAG | 206 | |
NODE_TYPE | 300 | |
NODE_ELEV | 301 | |
NODE_MAXDEPTH | 302 | |
NODE_DEPTH | 303 | |
NODE_HEAD | 304 | |
NODE_VOLUME | 305 | |
NODE_LATFLOW | 306 | |
NODE_INFLOW | 307 | |
NODE_OVERFLOW | 308 | |
NODE_RPTFLAG | 309 | |
LINK_TYPE | 400 | |
LINK_NODE1 | 401 | |
LINK_NODE2 | 402 | |
LINK_LENGTH | 403 | |
LINK_SLOPE | 404 | |
LINK_FULLDEPTH | 405 | |
LINK_FULLFLOW | 406 | |
LINK_SETTING | 407 | |
LINK_TIMEOPEN | 408 | |
LINK_TIMECLOSED | 409 | |
LINK_FLOW | 410 | |
LINK_DEPTH | 411 | |
LINK_VELOCITY | 412 | |
LINK_TOPWIDTH | 413 | |
LINK_RPTFLAG | 414 | |
STARTDATE | 0 | |
CURRENTDATE | 1 | |
ELAPSEDTIME | 2 | |
ROUTESTEP | 3 | |
MAXROUTESTEP | 4 | |
REPORTSTEP | 5 | |
TOTALSTEPS | 6 | |
NOREPORT | 7 | |
FLOWUNITS | 8 | |
CFS | 0 | |
GPM | 1 | |
MGD | 2 | |
CMS | 3 | |
LPS | 4 | |
MLD | 5 |
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