Monday, March 20, 2023

Step13_InfoSewer_subcatchment_dwf_mhhyd_csv.cfg - InfoSewer to ICM InfoWorks Networks

Step13_InfoSewer_subcatchment_dwf_mhhyd_csv.cfg - InfoSewer to ICM InfoWorks Networks

Uses ODIC in ICM InfoWorks Networks to read InfoSewer CSV or Geodatabases files with a cfg template - see below.

Object FieldsImport FieldsDefault Values
Subcatchment IDID
System typeother
Drains toNode
Node IDID
Link suffix
To subcatchment ID
Lateral weights
2D point ID
Capacity limit
Exceedance flow type
Total area0.100
Connectivity (%)100
Land use ID
PDM Descriptor
Curve number
Drying time
ARMA ID
Ground infiltration ID
Population
Ground infiltration node
Maximum soil moisture capacity
Wastewater profilePATTERN1
Base flowLOAD1
Additional foul flowLOAD2
Trade flowLOAD3
Use area-averaged rain
Rainfall profile
Trade profilePATTERN2
Evaporation profile
RTK hydrograph
SPR calculation
WRAP soil type
HOST soil class
Contributing area
Slope
Dimension
Per-surface RAFTS B
Degree urbanisation
RAFTS adapt factor
RAFTS B
RAFTS n
Unit hydrograph definition
Overland flow time
Flood wave celerity
Equivalent Manning's n
Hydraulic radius
PWRI coefficient
Time of concentration method
Time of concentration, tc
Timestep factor
Time to peak factor
Time to peak, tp
Base time, tb
Lag time, tl
Peaking coefficient, cp
Degree of kink
Unit hydrograph peak
Baseflow lag
Baseflow recharge
Baseflow calculation
Soil moisture deficit
SRM runoff coefficient
SRM linear time constant 1
SRM linear time constant 2
SRM time delay
Standard percentage runoff
Non-linear routing method
Lag time method
Storage factor K
Exponent

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