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River structures can be modelled as ancillary links to control flow by influencing the hydraulics of the river. In this example, an irregular weir is added to the existing river reach network from survey data stored in a cross section line. To complete this exercise, copy the network from the transportable database .icmt file for this tutorial.
To help locate objects, the AutoLabel function is enabled for the Node and Cross section line ID field.
In the Properties window, notice the inline validation is red because elevation data is not entered yet.
The elevation data is contained within the weir cross section data. To fix the issue, copy and paste the data from one properties table to the other:
In the Properties window, the validation error is cleared. The Crest level is automatically set to the lowest elevation.
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