TWW - SWMM correspondances
Title/Notes:
No correspondance in TWW. This parameter must be set by the user in the template .inp file or before running the simulation.
Copied from the template input file if exists.
Options:
No correspondance in TWW. This parameter must be set by the user in the template .inp file or before running the simulation.
Copied from the template input file if exists.
Climatology:
No correspondance in TWW. This parameter must be set by the user in the template .inp file or before running the simulation.
Copied from the template input file if exists.
Hydrology:
Rain Gauges [Gages in SWMM]:
TWW_SWMM creates one raingage for each subcatchment.
By default:
Time serie: Each raingage is related to a default rain time serie called
default_tww_raingage_timeserie. The time serie must be created and the value Series Name updated accordingly.Other parameters have default SWMM values
See vw_swmm_raingages.sql for details.
Aquifers:
TWW_SWMM creates an aquifer for each TWW aquifer.
By default:
An aquifer is created for each TWW
aquiferThe bottom elevation is set to the
minimal_groundwater_levelThe water table elevation is set to the
average_groundwater_levelOther parameters have default SWMM values
See vw_swmm_aquifers.sql for details.
Subcatchment:
TWW_SWMM creates a subcatchment for each TWW catchment area.
By default:
A subcatchment is created for each TWW
wastewater_networkelementlinked to thecatchment area(max. 4:fk_wastewater_networkelement_rw_current,fk_wastewater_networkelement_rw_planned,fk_wastewater_networkelement_ww_current,fk_wastewater_networkelement_ww_planned)it is linked to a rain gage.
The width is computed from the mean of the minimal / maximal distance between the outlet and the catchment area contour. If the outlet is unknown the centroid is used rather than the outlet.
The coverages (attribute land uses) are computed from the intersection between the catchment area and the planning zone (see
vw_swmm_coverages.sql)SWMM Dry Weather Flow:
are set to 0 for rain water subcatchments
are set to
waste_water_production[_current,_planned]if setelse it computed from the subcatchement area and
population_density[_current,_planned]
Other parameters have default SWMM values
The subcatchment can be linked to an aquifer via the groundwater attribute.
See vw_swmm_subcatchments.sql, vw_swmm_subareas.sql, vw_swmm_dwf.sql and vw_swmm_coverages.sql for details.
Snow Packs
No correspondance in TWW. This parameter must be set by the user in the template .inp file or before running the simulation.
Copied from the template input file if exists.
Unit hydrographs
No correspondance in TWW. This parameter must be set by the user in the template .inp file or before running the simulation.
Copied from the template input file if exists.
LID Controls
No correspondance in TWW. This parameter must be set by the user in the template .inp file or before running the simulation.
Copied from the template input file if exists.
Hydraulics
Junctions
TWW_SWMM creates a junction for each TWW manhole, some kind of special structures and the wastewater nodes linking primary pipes without a wastewater structure.
See vw_swmm_junctions.sql for details.
Outfalls
TWW_SWMM creates an outfall for each TWW discharge_point.
See vw_swmm_outfalls.sql for details.
Dividers
TWW_SWMM creates a divider for the manholes and special structures having the function
separating_structureSee
vw_swmm_dividers.sqlfor details.
Storage Units
TWW_SWMM creates a storage for some kind of TWW infiltration installations and some kind of TWW special structures.
See
vw_swmm_storages.sqlfor details.
Conduits
TWW_SWMM creates a conduit for each TWW reach.
Roughness is created from
coefficient_of_friction,wall_roughnessorswmm_default_coefficient_of_friction(see: Coefficient of friction)TWW profile type are matched to SWMM profile type, dimensions are computed from
reach.clear_heightandpipe_profile.height_width_ratioCustom pipe profile described by a curve are currently not exported
See
vw_swmm_conduits.sqlandvw_swmm_xsections.sqlfor details.
Pumps
TWW_SWMM creates a pump for each TWW pump. When a curve
tww_od.hq_relationis liked to the pump it is exported as a SWMM curve.See
vw_swmm_pumps.sqlandvs_swmm_curves.sqlfor details.
Orifices
No correspondance in TWW. Orifices are not created from TWW objects. An empty table is created
See
vw_swmm_orifices.sqlfor details.
Weirs
Are created from TWW prank weir (without H/Q relation) and leaping weir.
See
vw_swmm_weirs.sqlfor details.
Outlets
No correspondance in TWW. However, outlets are created to export TWW prank weir having a H/Q relation.
See
vw_swmm_outlets.sqlfor details.
Transects
No correspondance in TWW. This parameter must be set by the user in the template .inp file or before running the simulation.
Copied from the template input file if exists.
Controls
No correspondance in TWW. This parameter must be set by the user in the template .inp file or before running the simulation.
Copied from the template input file if exists.
Quality
Land uses
TWW_SWMM creates a SWMM land use kind for each TWW planning zone kind.
See
vw_swmm_landuses.sql
Pollutants
No correspondance in TWW. This parameter must be set by the user in the template .inp file or before running the simulation.
Copied from the template input file if exists.
Curves
Are created for pumps linked to a
tww_od.hq_relationand for wastewater structures linked to atww_od.hydr_geom_relationSee
vw_swmm_curves.sqlfor details.
Time series
No correspondance in TWW. This parameter must be set by the user in the template .inp file or before running the simulation.
Copied from the template input file if exists.
Time patterns
No correspondance in TWW. This parameter must be set by the user in the template .inp file or before running the simulation.
Copied from the template input file if exists.
Labels
No correspondance in TWW. This parameter must be set by the user in the template .inp file or before running the simulation.
Copied from the template input file if exists.