<?xml version="1.0" encoding="ISO-8859-1" ?><Application Name="CDSS" Version="110" unit="english"><DitchAnalysis><Identification><PID>116570</PID><Project>ERI-US 0006</Project><Description>STA. 665+50 to 675+15 RT</Description><Location>US 0006 RAB A</Location><ProjectDate>10/13/2025</ProjectDate><Designer>KAH</Designer></Identification><DitchAnalysisParameters><WaterShedAreaCode>A</WaterShedAreaCode><DepthStormFrequency>10</DepthStormFrequency><VelocityStormFrequency>5</VelocityStormFrequency><Time>15</Time><SeedShear>0.4</SeedShear><JuteMatShear>0.45</JuteMatShear><TempMatShear>1</TempMatShear><TurfMatType1>2</TurfMatType1><TurfMatType2>3</TurfMatType2><TurfMatType3>5</TurfMatType3><RCPShearTypeB>6</RCPShearTypeB></DitchAnalysisParameters><DitchAnalysisList><DitchAnalysisElement id="1"><BeginStation>665+50</BeginStation><EndStation>668+70</EndStation><Side>R</Side><ConcTime>0</ConcTime><RunoffCoeff>0.72</RunoffCoeff><RunoffArea>0.6</RunoffArea><Inslope>3</Inslope><Width>2</Width><Radius>0</Radius><Backslope>3</Backslope><Grade>0</Grade><Length>0</Length><ElevationBegin>585</ElevationBegin><ElevationEnd>582.31</ElevationEnd><ManningN>0</ManningN><Lining/></DitchAnalysisElement><DitchAnalysisElement id="2"><BeginStation>668+70</BeginStation><EndStation>675+15</EndStation><Side>R</Side><ConcTime>18</ConcTime><RunoffCoeff>0.62</RunoffCoeff><RunoffArea>4.1</RunoffArea><Inslope>3</Inslope><Width>2</Width><Radius>0</Radius><Backslope>3</Backslope><Grade>0</Grade><Length>0</Length><ElevationBegin>581.99</ElevationBegin><ElevationEnd>579.11</ElevationEnd><ManningN>0</ManningN><Lining/></DitchAnalysisElement></DitchAnalysisList></DitchAnalysis></Application>
