BRAT.iHyd_tool.pyt.xml

<metadata xml:lang="en"><Esri><CreaDate>20190423</CreaDate><CreaTime>12040800</CreaTime><ArcGISFormat>1.0</ArcGISFormat><SyncOnce>TRUE</SyncOnce><ModDate>20190729</ModDate><ModTime>14114200</ModTime><scaleRange><minScale>150000000</minScale><maxScale>5000</maxScale></scaleRange><ArcGISProfile>ItemDescription</ArcGISProfile></Esri><dataIdInfo><idCitation><resTitle>Step 3. iHyd Streamflow Attributes</resTitle></idCitation><idAbs>&lt;DIV STYLE="text-align:Left;"&gt;&lt;DIV&gt;&lt;DIV&gt;&lt;P&gt;&lt;SPAN&gt;Calculates, for each stream network segment, discharge (in cubic feet per second) and stream power for both baseflow and annual peak streamflows. For help using this tool, check out the &lt;/SPAN&gt;&lt;A href="http://brat.riverscapes.xyz/Documentation/Tutorials/5-iHydAttributes"&gt;&lt;SPAN&gt;doumentation page&lt;/SPAN&gt;&lt;/A&gt;&lt;SPAN&gt;.&lt;/SPAN&gt;&lt;/P&gt;&lt;/DIV&gt;&lt;/DIV&gt;&lt;/DIV&gt;</idAbs><searchKeys><keyword>BRAT</keyword></searchKeys></dataIdInfo><distInfo><distributor><distorFormat><formatName>ArcToolbox Tool</formatName></distorFormat></distributor></distInfo><tool name="iHyd_tool" displayname="Step 3. iHyd Streamflow Attributes" toolboxalias="BRAT Toolbox" xmlns=""><parameters><param name="in_network" displayname="Input BRAT network" type="Required" direction="Input" datatype="Feature Class" expression="in_network"><dialogReference>&lt;DIV STYLE="text-align:Left;"&gt;&lt;DIV&gt;&lt;P&gt;&lt;SPAN&gt;The BRAt Table output created in Step 2.&lt;/SPAN&gt;&lt;/P&gt;&lt;/DIV&gt;&lt;/DIV&gt;</dialogReference></param><param name="region" displayname="Select hydrologic region" type="Optional" direction="Input" datatype="Double" expression="{region}"><dialogReference>&lt;DIV STYLE="text-align:Left;"&gt;&lt;DIV&gt;&lt;P&gt;&lt;SPAN&gt;The iHyd.py script uses this number to identify if there are any existing regions in the script tht already have equations assigned to them.&lt;/SPAN&gt;&lt;/P&gt;&lt;/DIV&gt;&lt;/DIV&gt;</dialogReference></param><param name="Qlow_eqtn" displayname="Baseflow equation" type="Optional" direction="Input" datatype="String" expression="{Qlow_eqtn}"><dialogReference>&lt;DIV STYLE="text-align:Left;"&gt;&lt;DIV&gt;&lt;P&gt;&lt;SPAN&gt;The equation used to calcualte low flow. This must follow specific syntax, check the documentation page for more details.&lt;/SPAN&gt;&lt;/P&gt;&lt;/DIV&gt;&lt;/DIV&gt;</dialogReference></param><param name="Q2_eqtn" displayname="Highflow equation" type="Optional" direction="Input" datatype="String" expression="{Q2_eqtn}"><dialogReference>&lt;DIV STYLE="text-align:Left;"&gt;&lt;DIV&gt;&lt;P&gt;&lt;SPAN&gt;The equation used to calcualte high flow. This must follow specific syntax, check the documentation page for more details.&lt;/SPAN&gt;&lt;/P&gt;&lt;/DIV&gt;&lt;/DIV&gt;</dialogReference></param></parameters><summary>&lt;DIV STYLE="text-align:Left;"&gt;&lt;DIV&gt;&lt;DIV&gt;&lt;P&gt;&lt;SPAN&gt;Calculates, for each stream network segment, discharge (in cubic feet per second) and stream power for both baseflow and annual peak streamflows. For help using this tool, check out the &lt;/SPAN&gt;&lt;A href="http://brat.riverscapes.xyz/Documentation/Tutorials/5-iHydAttributes"&gt;&lt;SPAN&gt;doumentation page&lt;/SPAN&gt;&lt;/A&gt;&lt;SPAN&gt;.&lt;/SPAN&gt;&lt;/P&gt;&lt;/DIV&gt;&lt;/DIV&gt;&lt;/DIV&gt;</summary><arcToolboxHelpPath>c:\program files (x86)\arcgis\desktop10.6\Help\gp</arcToolboxHelpPath></tool><mdHrLv><ScopeCd value="005"/></mdHrLv></metadata>