• Re: [HELP] Convert Cross-section to XYZ

    thanks for your information! Unfortunately that tool can only export coordinates at grid points + levels of bottom, left & right banks. So I'm writing a software reading text files exported from "Cross-section Editor" (Export Raw Data...), then calculating coordinate  for each point in the x-sections based on distance & the left-right's XY coordinates. Of course the left-right's XY has to be applied in the origin xns file before exporting. I also had to import nwk & xns files into Mike11-GIS project to update the coordinate information...
    Here's the software I wrote. Focus on XYZ data, so some parameters of the cross-section maybe ignored.
    This is the software's screenshot:
    [URL=http://s836.photobucket.com/user/lepetitchu/media/soft.png.html][img width=200 height=89]http://i836.photobucket.com/albums/zz286/lepetitchu/soft.png[/img][/URL]
    Download link: [url=http://www.mediafire.com/download/ab3m0439a411y3x/DHI_XSection_To_XYZ.rar]http://www.mediafire.com/download/ab3m0439a411y3x/DHI_XSection_To_XYZ.rar[/url]
  • [HELP] Convert Cross-section to XYZ

    Is it possible to convert cross sections in xns files to XYZ format (Coordinate X - Coordinate Y - Elevation for every surveyed point) ? Since the cross-sections go along with network through River name, TopoID and chainage, and every chainage-point may has a coordinate; so I think we could calculate coordinate for every elevation surveyed point. Any tip for this problem?
  • Re: Flood Mapping

    There's a tab name [b]Maps [/b]in [b][i]HD Parameters file,[/i][/b] which allows generating flood maps around cross-sections. But I meet crash when running simulation with it, and the results isn't usable. I'm still running version 2007. Maybe the newer version can fix this problem. You can try.
  • Re: MIKE 11 Rainfall-Runoff

    I'm running a Mike 11 simulation including HD, AD, RR modules. I've created the rr11 files, and defined catchments in Rainfall-runoff links in Network Editor. Besides, there's a AD-RR option for Point Source/Distributed Source type with catchment declaration. Is it necessary to define them again in boundaries file ? or just only definition in boundaries or BOTH ? Which's the sufficient way ?