Connections are links between two elements of the site. They allow a Connection Type to be specified, which will impact the Time of Travel along the Connection and therefore impact the analysis.
The flow routing calculations done during the Analysis are described in Analysis of Junctions and Connections.
The connections form allows all of the available connections in the phase to be viewed as a table. The spreadsheet then allows the Connection Type and other physical dimensions to be adjusted as required.
The columns displayed are effected by the Connection Types shown and can also be filtered using the spreadsheet preferences .
Change Template - Provides you with the option to change the currently assigned templates for Connections.
Add To Templates - Provides you with the option to add the currently selected Connection to the Object Templates library.
Clear The Current Row - Clears data in the current row and deletes the selected Connection.
Clear All Connections - Clears all data and deletes all Connections.
The Filter By drop-down list allows the connections shown to be filtered:
Fields can be turned on or off using the Spreadsheet Preferences form, which is accessed from the toolbar at the top of the form. The full set of columns available on both the Input and the Results spreadsheet are shown and can be turned on or off using the check boxes. These settings will be remembered between sessions.
Allows you to specify the network design criteria to be used to size the pipe/channels along the Flow Path and its network.
When a Flow Path has been selected on the Filter, it is then possible to perform an Auto Sizing of the pipe/channels that form the network along the flow path. The calculations are completed based on the specified Network Design Criteria when the 'Auto Size' option is clicked. Full details can be found in the Network Design page.
A table displaying the results of an auto sizing calculation for a given flow path can be displayed, see Network Design Report for more information.
Toggling the audit button will highlight design errors for hydraulic connections.
Slope outside of the min and max slopes provided in the network design criteria are highlighted. This only occurs if the slopes are not locked in the network design criteria, and the slope limit being used is valid.
Backdrops outside of the min and max backdrops provided in the network design criteria are highlighted. This only occurs if the backdrop limit being used is valid, and the backdrop is non-zero. This is highlighted on the upstream end of the outgoing connection and the downstream end of the incoming connection.
Downstream Invert Levels less than the minimum of the connection is highlighted. This only occurs if the minimum is valid.
Levels that break cover will be highlighted. This only occurs if the Min cover depth option is checked in the Network Design Criteria and the minimum cover depth used is valid. The minimum cover depth used is the value in the network design criteria by default, this can be changed on a per connection basis within the connection form.
These work like a standard hydraulic connection, but allow the flow not entering an inlet to be routed to an inlet on another Junction/SWC. Note: A bypass connection will not permit reverse flow as it is connected to an inlet.
These will be shown in Italics on the Connections form to highlight the fact they are a bypass connection.
Name (Always Shown)
Name of the connection as shown on the plan view.
The label of the item at the upstream end of the connection.
The label of the item at the downstream end of the connection.
Length (Always Shown)
Length of the connection. If in red - the length was defined by the user, otherwise, it was calculated using the Connections coordinates from the plan view.
Connection Type (Always Shown)
Type of the connection:
Longitudinal slope of the connection. This is calculated based on the fall, between the upstream & downstream invert levels, along the length of the connection. Entering a value for the slope will therefore adjust the downstream invert level.
Manning's coefficient for the connection, which will be used in velocity and flow/capacity calculations.
Colebrook-White roughness for the connection, which will be used in velocity and flow/capacity calculations.
No. of Barrels
Number of barrels/channels laid in parallel.
Diameter of the connection if a Pipe, or base width of a Rectangular or Trapezoidal channel.
Height of a Rectangular, Trapezoidal or Triangular channel.
Clicking this button allows the cross section of a custom connection to be defined.
Introduced into a Box Culvert for pipe strengthening purposes. This value cannot be greater than half the current Width or half the current Height. The default value is 0 and will not be automatically adjusted.
Slope of the sides of a Trapezoidal or Triangular channel.
Upstream Cover Level
The cover/exceedence level at the upstream end of the connection. Levels may be set automatically if sufficient data exists, see individual connection type pages for more details.
Upstream Invert Level
The invert level at the upstream end of the connection. Levels may be set automatically if sufficient data exists, see individual connection type pages for more details.
Downstream Cover Level
The cover/exceedence level at the downstream end of the connection. Levels may be set automatically if sufficient data exists, see individual connection type pages for more details.
Downstream Invert Level
The invert level at the downstream end of the connection. Levels may be set automatically if sufficient data exists, see individual connection type pages for more details.
Minimum Downstream Invert Level
The minimum invert level at the downstream end of the connection. This is not required but may be set in order to inform network design/positioning.
Minimum Cover Depth
The minimum cover depth of the connection. This is not required but may be set and will overwrite a global value if set. See Network Design summary wizard page for more details.
|Simple Junctions do not have a cover level so a nominal 1 m depth is used.|
Lock the padlock to exclude the given connection from Network Design calculations.
Velocity of the flow in the connection - Lagged Flow only.
Time Of Travel
Time of travel of the flow through the connection - Lagged Flow only.