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 |
No comments:
Post a Comment