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Links (or reaches) can have routing configured on them. For links (or reaches) that do not have routing configured, they are used to define the order of execution in the model.

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Note: Throughout this document, unless explicitly stated otherwise, the term routing means hydrologic routing, not hydraulic routing.

Using links in Source

There are several ways of working with links in Source. This section outlines them.

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You can configure some aspects of links in a similar way to nodes. Refer to Renaming nodes and links, Searching for nodes and links, Deleting nodes and links, Node and link default names and Copying and pasting

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Adding links to a model

There are two types of links available depending on the nodes you are connecting (refer to Figure 1).

Vertical links are used to connect most nodes. To add this link to a model, first refer to Figure 1 which defines the terminology. To create the link:

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Horizontal links (or wetland links) are drawn between the Wetlands Hydraulic Connector node (source) and the Storage node (target) only. This process is similar to drawing a vertical link. Note that the node connectors appear on the left and right side, instead of above and below the nodes. Click and drag these connectors together as described previouslyfor vertical links. Figure 2 shows the an example of a horizontal link.

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To edit link parameters using a feature editor, refer to About feature editors.

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Note: You can also toggle the view of specific links that join certain types of nodes. Refer to Schematic Editor options toolbar for more detail. 

Source supports three types of link routing. You can either use straight through routing, a lagged routing model (Figure 4) or a storage routing model (Figure 5). To enable routing, right click on the link, choose Routing Type, then click on the required link routing. 

A demand link, is created when you connect a water user node to a supply point node and is represented in the Schematic Editor using dashed red lines. They behave exactly like no routing links, and cannot be configured.

A wetland routing link interconnects wetland hydraulic connector nodes and/or storage nodes. A wetland link is also known as a horizontal link because it is can only attach to the sides of storage and wetland connector nodes, rather than their upstream or downstream connectors. The presence of a horizontal link at a storage node indicates that the storage is behaving as a wetland. A wetland routing link is represented in the Schematic Editor as a solid green line with an arrow representing the expected direction of flow, which is set when you draw the link.

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You can set an elevation for a link using the Location Control window.

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You can set the elevation for a link using the Location Control window (shown in Figure 4). Choose View » Location Control to open this window.

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Note: While it is usual to use zero storage as the reference point for the elevation of a link or node, there is no convention for a link as to whether that should be at the start or end of the reach, or some point in between. Source has no mechanism for indicating the fall across a reach.

Source supports three types of link routing. You can either use straight through routing, a lagged routing model (Figure 4) or a storage routing model (Figure 5). To enable routing, right click on the link, choose Routing Type, then click on the required link routing. 

A demand link is created when you connect a water user node to a supply point node, and is represented in the Schematic Editor using dashed red lines. They behave like no routing links and cannot be configured.

A wetland routing link interconnects wetland hydraulic connector nodes and/or storage nodes. A wetland link is also known as a horizontal link because it is can only attach to the sides of storage and wetland connector nodes, rather than their upstream or downstream connectors. The presence of a horizontal link at a storage node indicates that the storage is behaving as a wetland. A wetland routing link is represented in the Schematic Editor as a solid green line with an arrow representing the expected direction of flow, which is set when you draw the link.

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All links are assigned straight through routing by default. All water This link has the following features:

  • Water enters and exits such a link in the same time-step

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  • ;
  • There are no configuration parameters associated with straight through routing links; and

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  • You cannot configure fluxes, constituents or ownership.

Straight through routing links are represented in the Schematic Editor using black, dashed lines.You can check which routing models are in use in a scenario using the Project Hierarchy. The example in Figure 3 shows that both lagged flow and storage routing are in use. You are responsible for ensuring that you use the correct model for each link.

Lagged flow routing only considers the average travel time of water in a river reach. It does not consider flow attenuation The flow entering a link exits that link at some whole number of time-steps in the future. This type of link is represented in the Schematic Editor as a black line, with alternating dots and dashes. Once you have enabled lagged flow routing, double click the link to configure the settings.

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  • Compute the number of divisions, n, by dividing the average wave passage time by the model time-step and round the result to a whole number. The result must be at least one (ie n ≥ 1).
  • Configure a storage flow routing reach where:
    • n = number of divisions;
    • x = 1;
    • m = 1; and
    • K = model time-step.
  • If you need to account for lateral flows where n=1 and the average travel time is a fraction of the model time-step (eg. a reach with a one day lag in a model with a monthly time-step), you can adjust K to a smaller value without affecting the shape of the hydrograph.

This type of link is represented in the Schematic Editor as a solid black line. Storage routing is based on mass conservation and the assumption of monotonic relationships between storage and discharge in a link. 

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The next section provides an overview of the parameters shown in Figure 5.

If necessary, one of these parameters may be used to seed a reach with either an initial flow or storage so that reach behaviour is fully defined from the first model time-step.

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