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Fahad

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  1. I would suggest to use Tuflow to Gis utility. Or you can use crayfish which is a plug-in in Qgis.
  2. Yes you are right. Hopefully one day it will happen. Can be a really nice feature in SMS if ADCIRC+SWAN is available.
  3. Hi everyone, I am trying to couple adcirc+swan in unix environment. I am not familiar with this OS and having lots of difficulties. Is there anyway to couple adcirc+swan in SMS interface. Any suggestion will be highly appreciated. TIA -Fahad
  4. Hi everyone, For TUFLOW simulation, generally I use shapefile as a source to define Landuse/material properties. Is there any way in SMS to use a raster file as a landuse file. TIA -Fahad
  5. Hi everyone, My study area for a TUFLOW 2D simulation is given below. The red arrows indicates ocean and yellow arrows are for river. I have water level vs time data for both of the side. For the river I can easily draw a BC to represent the flow. But how should I model the BC at the ocean side. Should I draw a big arc acorss the ocean side to represent the BC?
  6. The study area I want to model in TUFLOW is as below. I have couple of question about the Initial water level and the boundary conditions. 1. The DEM I have is merged with the bathymetry and vertical datum for that is NAVD1988. 2. I want to use two upstream boundary conditions (marked by green line in the picture). And both of the station gages are at the same level from the vertical datum. (Datum of gage is at 0.00 ft NAVD of 1988) 3. The red circled are my downstream boundary conditions. But they datum of gage are not always at 0.00 ft of NAVD88. For example the middle red ci
  7. The study area I want to model in TUFLOW is as below. I have couple of question about the Initial water level and the boundary conditions. 1. The DEM I have is merged with the bathymetry and vertical datum for that is NAVD1988. 2. I want to use two upstream boundary conditions (marked by green line in the picture). And both of the station gages are at the same level from the vertical datum. (Datum of gage is at 0.00 ft NAVD of 1988) 3. The red circled are my downstream boundary conditions. But they datum of gage are not always at 0.00 ft of NAVD88. For example the middle red ci
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