Monday, March 20, 2023

Step9_InfoSewer_link_hydraulics_pipehyd_csv.cfg - InfoSewer to ICM InfoWorks Networks

Step9_InfoSewer_link_hydraulics_pipehyd_csv.cfg - InfoSewer to ICM InfoWorks Networks

Object FieldsImport FieldsDefault Values
US node ID
Link suffix
DS node ID
Link type
System type
Asset IDID
Sewer reference
Number of barrelsPARALLEL
LengthLENGTH
Shape ID
WidthDIAMETER
HeightDIAMETER
Roughness typeN
Bottom roughness Colebrook-White
Top roughness Colebrook-White
Bottom roughness Manning's 1/n
Top roughness Manning's 1/n
Bottom roughness Manning's nCOEFF
Top roughness Manning's nCOEFF
Bottom roughness HW
Top roughness HW
Sediment depth
Solution modelFull
US invert levelFROM_INV
US headloss typeFIXED
US headloss coefficient0.25
US settlement efficiency (%)
DS invert levelTO_INV
DS headloss typeFIXED
DS headloss coefficient0.25
DS settlement efficiency (%)
Critical sewer category
Taking off reference
Conduit material
Design group
Site condition
Ground condition
Minimum computational nodes
Inflow
Gradient
Full capacity
Branch ID
Conduit type
Min space step
Slot width
Vertical connection coefficient
Springing height
InfoAsset unique ID
InfoAsset US node ID
InfoAsset DS node ID
InfoAsset link suffix
Base height
Base infiltration loss coefficient
Side infiltration loss coefficient
Porosity
Fill material conductivity
1d diffusion type
1d diffusion d0
1d diffusion d1
1d diffusion d2
Culvert code
Reverse flow model
Equation
K
M
c
Y
Inlet headloss coefficient (Ki)
Inlet headloss coefficient (Ki)
Outlet headloss coefficient (Ko)
Outlet culvert code
Outlet equation
K (outlet)
M (outlet)
c (outlet)
Y (outlet)
Outlet headloss coefficient (Ko)
Notes
User number 1
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User number 3
User number 4
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User number 6
User number 7
User number 8
User number 9
User number 10
User text 1
User text 2
User text 3
User text 4
User text 5
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User text 7
User text 8

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