Revision as of 09:22, 4 March 2015 view source Chris Huxley (talk \| contribs) Bureaucrats, Administrators 7,785 edits →Calibration Points and Longitudinal Profiles ← Older edit		Revision as of 09:25, 4 March 2015 view source Chris Huxley (talk \| contribs) Bureaucrats, Administrators 7,785 edits →Calibration Points and Longitudinal Profiles Newer edit →
Line 168: These command options are used to extract longitudinal profile information from model results. Input format requirements for the CP and LP files are provided in the 'Calibration Point and Longitudinal Profile Commands' Table within the 'Input Flags' section of this page. Compute difference between recorded high water mark (in ArcGIS ~~shapefile~~shp or MapInfo mif format) and modelled maximum flood level: <li><tt>TUFLOW_to_GIS.exe -cp "CP_File.shp" -typeH -max M01_5m_003.xmdf</tt></li> <li><tt>TUFLOW_to_GIS.exe -cp "CP_File.mif" -typeH -max M01_5m_003.xmdf</tt></li> The CP file inputs, flood model result and difference in peak flood level relative to the recorded level is output to a ~~shape~~GIS file (eg. '<~~CP_file~~CP_filename>_<~~TUFLOW_model_name~~TUFLOW_model_filename>.shp') [[File:T2G_Longsection_001.PNG\|300px]] Compute longitudinal profiles of maximum flood level model results. Associate recorded high water mark (in ArcGIS shp ~~and~~or MapInfo mif format) with the profile if the point location is within a 100m radius of the longitudinal profile line. A GIS file(ArcGIS shp ~~and~~or MapInfo mif format) will also be created which defines the longitudinal profile chainage at a 2500 ~~metre or feet~~foot increment. The distance unit (m or ft) is automatically determined by the model projection units. <li><tt>TUFLOW_to_GIS.exe -cp "CP_File.shp" -lp "LP_File.shp" -cpsd100 -lpmd2500 -typeH -max M01_5m_003.xmdf</tt></li> <li><tt>TUFLOW_to_GIS.exe -cp "CP_File.mif" -lp "LP_File.mif" -cpsd100 -lpmd2500 -typeH -max M01_5m_003.xmdf</tt></li>

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