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 Fields | Import Fields | Default Values |
|---|---|---|
| Subcatchment ID | ID | |
| System type | other | |
| Drains to | Node | |
| Node ID | ID | |
| Link suffix | ||
| To subcatchment ID | ||
| Lateral weights | ||
| 2D point ID | ||
| Capacity limit | ||
| Exceedance flow type | ||
| Total area | 0.100 | |
| 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 profile | PATTERN1 | |
| Base flow | LOAD1 | |
| Additional foul flow | LOAD2 | |
| Trade flow | LOAD3 | |
| Use area-averaged rain | ||
| Rainfall profile | ||
| Trade profile | PATTERN2 | |
| 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 |
