Culvert Inlet Data Fields
Culvert Inlet data can be edited on either the Culvert Inlet Grid Window of the Links Grid or the Culvert Inlet Property Sheet.
To view and edit all culvert inlet data, use the Property Sheet.
The following table describes all the Culvert Inlet specific data which can be used to define a culvert inlet. For details of results fields, see the Link Results Data Fields topic.
Fields that are common to the majority of objects can be found in the Common Fields topic.
For further information, see the Hydraulic Design of Highway Culverts, Third Edition published by FHWA.
Culvert inlet data
Database Table Name: hw_culvert_inlet
Field Name |
Help Text |
Database Field |
Size |
Precision |
Default |
Error Lower Limit |
Error Upper Limit |
Warning Lower Limit |
Warning Upper Limit |
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US node ID |
Type in a node reference or choose an existing node reference from the dropdown list. This makes up the first part of the link reference. |
us_node_id |
Text |
64 |
|
0 |
|
|
|
|
|
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DS node ID |
Type in a node reference, or choose an existing node reference from the drop down list. |
ds_node_id |
Text |
64 |
|
0 |
|
|
|
|
|
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Link suffix |
A single character between A and Z or 0 and 9 which completes the link reference. This allows a node to have up to 36 downstream links. The suffix is automatically allocated by the software. |
link_suffix |
Text |
1 |
|
0 |
1 |
|
|
|
|
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Link type |
There are no additional options. The field is hidden on the grid, and read-only on the property sheet. |
link_type |
Text |
6 |
|
0 |
CLVIN |
|
|
|
|
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Asset ID |
For reference only. Designed as a reference to an asset database, but could be used for anything. |
asset_id |
Text |
64 |
|
0 |
|
|
|
|
|
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Sewer reference |
An optional reference to identify the sewer of which this conduit is a part. |
sewer_reference |
Text |
80 |
|
0 |
|
|
|
|
|
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System type |
Choose the system type from the dropdown list. See System Type for more information.
|
system_type |
Text |
10 |
|
0 |
Other |
|
|
|
|
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Branch ID |
Numeric field used to identify to which long section the link is associated. Can be set manually or automatically (see Defining Branches topic for more information). |
branch_id |
Long Integer |
|
|
0 |
|
0 |
|
|
|
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US settlement efficiency (%) |
The settlement efficiency fields allow you to set the effectiveness of an overflow for trapping out sediment. The overflow is a link (normally a pipe) attached to a node acting as a storage tank (storage node or manhole). Normally the upstream end of the link will be attached to the node and act as the overflow. The upstream settlement efficiency determines the efficiency for the overflow. In some circumstances the link may be reversed (storage tank at the downstream end) and the downstream settlement efficiency will be used. In many cases an overflow will attach to an outfall from the system. It would be very unusual to have both upstream settlement efficiency and downstream settlement efficiency set to non-zero values. The valid range is 0-100%. 0% means the overflow acts as a normal continuation link. 100% means that the overflow traps out as much sediment as possible. |
us_settlement_eff |
Long Integer |
|
|
0 |
0 |
0 |
100 |
|
|
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DS settlement efficiency (%) |
See US settlement efficiency. |
ds_settlement_eff |
Long Integer |
|
|
0 |
0 |
0 |
100 |
|
|
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Invert level |
Invert level measured above system datum. |
invert |
Double |
|
Z |
3 |
|
-9999 |
9999 |
|
6000 |
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Reverse flow model |
Determines how the engine models reverse flow: either as a nominal headloss or by using the culvert outlet model.
|
reverse_flow_model |
Text |
8 |
|
0 |
Nominal |
|
|
|
|
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Culvert code |
The code assigned to this culvert. The codes are based on culvert shape and material, and inlet and edge types as defined in the Hydraulic Design of Highway Culverts, Third Edition. The selected code determines the values that the software automatically assigns to the K, M, c,Y and Inlet headloss coefficient (Ki) fields, if the #D flag is set on those fields. The assigned values are defined in the Hydraulic Design of Highway Culverts, Third Edition. |
inlet_type_code | Long Integer | 0 | ||||||||||||||||||||||||||||
Equation |
The equation used to calculate the water level immediately upstream of the inlet. There are 2 forms of the equation defined in Hydraulic Design of Highway Culverts, Third Edition. These two forms are equivalent to the equations defined in CIRIA Funders Report/CP/40, which are referred to in the Representation of Culverts in InfoWorks.
The values assigned to the fields K and M may change depending on which equation is selected, if the #D flag is set on those fields. The assigned values are defined in the Hydraulic Design of Highway Culverts, Third Edition. |
equation |
Text |
1 |
|
0 |
A |
|
|
|
|
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K |
Unsubmerged inlet control loss coefficient. If the #D flag is set on this field, the value is set by the software when a Culvert code is selected. The assigned value may change depending on which Equation is selected. |
k |
Double |
|
|
4 |
0.005 |
0.0001 |
|
|
|
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M |
Exponent of flow intensity for inlet control. If the #D flag is set on this field, this value is automatically set by the software when a Culvert code is selected. The assigned value may change depending on which Equation is selected. |
m |
Double |
|
|
3 |
1.0 |
0.01 |
|
|
|
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c |
Submerged inlet control loss coefficient. If the #D flag is set on this field, the value is automatically set by the software when a Culvert code is selected. |
c |
Double |
|
|
4 |
0.03 |
0.01 |
|
|
|
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Y |
Submerged inlet control adjustment factor. If the #D flag is set on this field, the value is automatically set by the software when a Culvert code is selected. |
y |
Double |
|
|
2 |
0.75 |
0.01 |
|
|
|
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Inlet headloss coefficient (Ki) |
The inlet headloss coefficient constant. If the #D flag is set on this field, the value is automatically set by the software when a Culvert code is selected. |
headloss_coeff |
Double |
|
|
2 |
0.5 |
0.01 |
|
|
|
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Outlet headloss coefficient (Ko) |
Only displayed when Reverse flow model is set to OUTLET. Outlet headloss coefficient, usually 1.0 |
outlet_headloss_coeff |
Double |
|
|
2 |
1 |
0.01 |
|
|
|
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Points |
This field defines the geometry of the link. The underlying data consists of a series of (x,y) pairs defining the vertices of the link. Each link is made up of a series of straight lines between the defined (x,y) points. This data is not displayed on the grid or property sheet.
Link Vertice Export
Link vertices are included when you export link data to CSV files. There are two options available for exporting link vertices. These are selected on the Select CSV Export Options Dialog using the Coordinate Arrays Format dropdown list. The options are:
|
point_array |
Array |
|
XY |
0 |
|
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