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  • #5909
    Anonymous
    Guest

    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

    #9530
    Anonymous
    Guest

    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.

    #9531
    Anonymous
    Guest

    THe hec-2 file that fema had on record was only PDF…this is going to be a headache

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