MOUSE PFS File Conversion Notes
MOUSE network data can be imported from MOUSE PFS files. The data is imported from the Urban Network Data (UND) file and the Hydrological File (HGF).
This section contains topics which detail the conversion carried out between MOUSE and InfoWorks when importing the UND and HGF file.
See the UND File Conversion and HGF File Conversion sections for further details.
Defaults
The following tables detail the User Defined Defaults that will be set for a network imported from MOUSE PFS files.
Node Defaults
|
Field |
Default Value |
|---|---|
|
Flood Type |
Stored |
|
Flood Depth 1 |
1.0 m |
|
Flood Area 1 |
100% |
|
Flood Depth 2 |
100 m |
|
Flood Area 2 |
100% |
Conduit Defaults
|
Field |
Default Value |
||||||
|---|---|---|---|---|---|---|---|
|
Inflow |
0 |
||||||
|
Upstream headloss type |
NORMAL |
||||||
|
Donwstream headloss type |
NORMAL |
||||||
|
Upstream headloss coefficient |
1.0 |
||||||
|
Downstream headloss coefficient |
1.0 |
||||||
|
Roughness type |
Determined from the value of MANNING_TYPE in the [MOUSE_HYDRAULIC_PARAMETERS] section in the MOUSE UND file:
|
||||||
|
Bottom roughness |
Determined from the Manning value for material = 'Other' in the Default Friction Loss section of [MOUSE_HYDRAULIC_PARAMETERS] in the MOUSE UND file. If the Default Friction Loss section is not present in the UND file, the Manning's value of 50 specified in the April 2003 MOUSE Reference Manual (Pipe Flow) will be used. |
||||||
| Top roughness | See Bottom roughness | ||||||
|
Sediment depth |
0 |
Subcatchment Defaults
|
Field |
Default Value |
|---|---|
|
Land use ID |
1 |
|
Rainfall profile |
1 |
|
Soil class |
1 |
|
Base flow |
0.0 |
|
Additional foul flow |
0.0 |
|
Area measurement type |
Percent |
