I currently have to build a hydraulic model from past hec 2 records. Does anyone know where to find the guidelines for creating an effective model are located? I dont want to rebuild the entire stream just a portion of it and calibrate it using WSELs as boundary conditions
I do not know about any guidelines. But you can save a lot of effort by going to the Geomectric Editor>File and select Import data to bring in the HEC 2 cross sections.