I am working on my first HEC-RAS model of a single culvert underneath a roadway and have a question about one of the variables used to initally determine the location of the first cross section. How is the average length of the side obstruction calculated? Looking at a couple examples, I...
I am currently working on a channel restoration design. The problem is a woefully undersized channel for the amount of flow running through it which causes flooding on adjacent properties.
Is it better to follow the existing path of the channel or can I realign the channel in certain areas in...
