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==Outlet information== {{Model_Construction:Outlet information}}

...put ASCII file containing channel network connectivity and cross-sectional information for each link/node. ...|| ''file name'' || Input ASCII file containing channel/grid connectivity information.

...OPE ##.##</pre> || ''real'' || Slope of the cell containing the watershed outlet.<br>Must be positive. Not required if '''DIFFUSIVE_WAVE''' is specified. | <pre>OUTROW ##</pre> || ''integer'' || The raster row where the catchment outlet is located. Not required if '''DIFFUSIVE_WAVE''' is specified.

...>SUMMARY "filename.sum"</pre> || ''file name'' || Output file summarizing information on options selected, inputs read, simulation results, mass conservation, an ...le name'' || Output file containing time series discharge at the catchment outlet. (m³/s default or, ft³/s if '''QOUT_CFS''' card is s

...river, pond, or lake, or when a hydraulic structure is near the watershed outlet. The up-gradient method of computing inter-node discharges allows the head ...nd the saturated groundwater grid. The '''CHAN_INPUT''' file contains the information necessary to connect the stream network and assign attributes to each of th

...er" method are no longer input for versions 5.7 and beyond. The following information is annotated for this change in the model. ...city. You can select the appropriate equation for your model based on the information in this manual and in [[media:sediment_TN.pdf|this Sediment Technical Note]

...(for allowing the water to drain off the grid in a location other than the outlet cell), ID 2 is a time-variable specified head and the boundary value of 2 i ...o so that the file is human-readable. These fields can contain any desired information, however, as GSSHA simply ignores them. The same applies for the text line

...les name “mask.map” and “elev.map”, respectively. Notice that the outlet of the catchment is in row 6 and column 10 of the DEM. This is the lowest ...r a duration of 2 h (120 min). The simulation will run for 2000 min. The outlet hydrograph will be output every 30 minutes. Notice that lines that begin wi

...e catchment is determined from the overland flow/channel flow connectivity information provided by the link and node maps. ...o the project file, including the WMS release verion, and the GIS like map information in the FLINE card. GSSHA ignores these and any other unrecognized project

...h (not stage) may be specified at the outlet of the model. To specifiy the outlet water surface depth, you must include the card: ...E_SERIES_FILE''' cards may be used. See Chapter 17 of the manual for more information on the '''TIME_SERIES_FILE''' and required format.

:*[[Model_Construction:Outlet information|Outlet information]]

...o a drainage network. To specify a drain flows into a SUPERLINK node, the outlet type for the drain should be type 666 and the input should be the SUPERNODE For more information about defining subsurface drainage information using WMS, visit the [http://www.xmswiki.com/xms/WMS:Pipe_and_Node_Paramete

...put ASCII file containing channel network connectivity and cross-sectional information for each link/node. ...|| ''file name'' || Input ASCII file containing channel/grid connectivity information.

...>SUMMARY "filename.sum"</pre> || ''file name'' || Output file summarizing information on options selected, inputs read, simulation results, mass conservation, an ...le name'' || Output file containing time series discharge at the catchment outlet. (m³/s default or, ft³/s if '''QOUT_CFS''' card is s