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Worksheet for Triangular Channel - 1 <br />Project Descriptor <br />Flow Element <br />Triangular Channe: <br />nctron Method <br />Manning Formula <br />Solve For <br />Normal Depth <br />h <br />Input Data <br />2 10 <br />Roughness Coefficient <br />0035 <br />tt <br />'hanrxl Slope <br />0.06667 <br />11M <br />,_eft Side Slope <br />3.00 <br />It'll tH V) <br />Right Side Slope <br />300 <br />"t rH V, <br />Drscharge <br />238 <br />fMs <br />Results <br />Normal Depth <br />045 <br />Flow Area <br />061 <br />Wetted perimeter <br />285 <br />h <br />.xi wain <br />2 10 <br />Critical Depth <br />052 <br />tt <br />Critical Slope <br />002995 <br />11M <br />Velocity <br />392 <br />ft/5 <br />Velocity Head <br />024 <br />R <br />Specific Energv <br />069 <br />R <br />F roude Number <br />146 <br />Flow Type <br />Supercritical <br />GVF Input Data <br />Duwnsueam Death <br />000 <br />it <br />.ength <br />000 <br />R <br />Number 01 Stey <br />0 <br />GVF Output Day <br />Upsbeam Depth <br />000 <br />ft <br />Profile Dcsc -vtan <br />WA <br />prohie Headlo— <br />000 <br />R <br />Downstream VeW-Av <br />000 <br />R" <br />Upstream Velocity <br />000 <br />fus <br />Normal Deoth <br />0.45 <br />It <br />Cr"K;al Depth <br />0 52 <br />R <br />Channet Slope <br />006667 <br />ftm <br />Crd,cal Slope <br />002995 <br />ESWMP -28 <br />