Jump to content


  • Content Count

  • Joined

  • Last visited

Community Reputation

0 Neutral

About leegarratt

  • Rank
  • Birthday 01/16/1977

Contact Methods

  • Website URL
  • ICQ

Profile Information

  • Gender
  • Location
    Peterborough (UK)
  1. Just over a year ago we were introduced to the possibility of using varying roughness with depth at the UK TUFLOW User Group Meeting and that research had been undertaken for producing depth/roughness curves for a range of different surface types. Does anyone know if any of this research has been publish in the UK or in Australia? I have been looking at reseach on the internet into varying roughness but it is hard to find working examples of the findings (ie tabulated results), i've really only manged to come across abstracts and papers. Can anyone point me in the right direction? Regards Lee
  2. We have a network license that is heavily used and would like to be able to track who across multiple offices is using the dongles. Does anyone know any software that can track who or which computer is using the licenses in real-time? Regards Lee
  3. Hi, I've got a couple of questions regarding the UK Flood Hazard Outputs. I have used the following variables in my TCF file to generate outputs: Map Output Data Types == d v q h ZUK0 ZUK1 My _ZUK0.dat file however has not been derived, is this because i have also asked for ZUK1 which overwrites it (my _ZUK1.dat has been generated) or have i done something incorrectly? Also, if i didnt want to use the Hazard catagorisation set out in FD2321, how could i change the default Hazard catagorisation (i.e. change Significant Hazard H <= 2.5 to <=2.0 as in FD2320)? Any help would be appreciated Regards Lee
  4. I must admit i have never tried using unidirectional channels (only structures) but i had thought that you may be getting your negative flows from water flowing from the floodplain into the channel. Is this where your negative flows coming from?
  • Create New...