QGIS/python/plugins/sextante/saga/help/OverlandFlow-KinematicWaveD8.html

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<h1 class='module'>Overland Flow - Kinematic Wave D8</h1>
<div class='author'>O. Conrad (c) 2003</div>
<div class='description'>Overland Flow - Kinematic Wave D8<br/>
<br/>
Reference:<br/>
Johnson, D.L., Miller, A.C. (1997): A spatially distributed hydrological model utilizing raster data structures, Computers & Geosciences, Vol.23, No.3, pp.267-272</div>
<h2>Parameters</h2>
<dl class='parameters'>
<dt>Grid system <div class='type'>Grid system</div></dt><dd>Grid system <div class='constraints'></div></dd>
<dt>Elevation <div class='type'>Input Grid</div></dt><dd> <div class='constraints'></div></dd>
<dt>Runoff <div class='type'>Output Grid</div></dt><dd> <div class='constraints'></div></dd>
<dt>Gauges <div class='type'>Input Shapes</div></dt><dd> <div class='constraints'></div></dd>
<dt>Flow at Gauges <div class='type'>Output Table</div></dt><dd> <div class='constraints'></div></dd>
<dt>Simulation Time [h] <div class='type'>Floating point</div></dt><dd> <div class='constraints'></div></dd>
<dt>Simulation Time Step [h] <div class='type'>Floating point</div></dt><dd> <div class='constraints'></div></dd>
<dt>Manning's Roughness <div class='type'>Floating point</div></dt><dd> <div class='constraints'></div></dd>
<dt>Newton-Raphson <div class='type'>Node</div></dt><dd> <div class='constraints'></div></dd>
<dt>Max. Iterations <div class='type'>Integer</div></dt><dd> <div class='constraints'>Minimum: 1.0</div></dd>
<dt>Epsilon <div class='type'>Floating point</div></dt><dd> <div class='constraints'></div></dd>
<dt>Precipitation <div class='type'>Choice</div></dt><dd>Kind of initializing Precipitation Event <div class='constraints'>Available choices: Homogenous, Above Elevation, Left Half</div></dd>
<dt>Threshold Elevation <div class='type'>Floating point</div></dt><dd> <div class='constraints'></div></dd>
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