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Worksheet for Irregular Section 20 -4 (C.Apt.clrr) <br />Project Description <br />Flow Element: Irregular Section <br />Friction Method: Manning Formula <br />Solve For: Normal Depth <br />Input Data <br />Channel Slope: <br />0.08580 <br />fttft <br />Discharge: <br />3.64 — <br />ft 3/s <br />W/ f'on1D ao otit->• <br />Options <br />Current Roughness Weighted Meth( <br />ImprovedLotters <br />Open Channel Weighted Roughnes: <br />ImprovedLotters <br />Closed Channel Weighted Roughne <br />Hortons <br />Results <br />Roughness Coefficient: <br />0.050 - (116A <br />Water Surface Elevation: <br />5374.49 .e d K, <br />ft <br />Elevation Range: <br />5374.04 to 5375.12 ft <br />Flow Area: <br />1.14 <br />ft` <br />Wetted Perimeter: <br />5.11 <br />ft <br />Top Width: <br />5.03 <br />ft <br />Normal Depth: <br />0.45 <br />ft <br />Critical Depth: <br />0.48 <br />ft <br />Critical Slope: <br />0.05976 <br />ft/ft <br />Velocity: <br />3 -20 <br />ft/s <br />Velocity Head: <br />0.16 <br />ft <br />Specific Energy: <br />0.61 <br />ft <br />Froude Number: <br />1.18 <br />Flow Type: <br />Supercritical <br />Segment Roughness <br />Start Station End Station Roughness <br />Coefficient <br />(0 +00.00, (0 +11.66, 0.050 <br />5375.12) 5375.07) <br />Section Geometry <br />Station Elevation <br />0+00.00 5375.12 -<--^ D . (.3i A\@W>;r W. S , �� • K) <br />0 +04.64 5374.04 <br />1.)o�r. 5ac-r►ea S- tA-ctor4s AR-a RVV'kPSSD FROM DKAW,4C, (%NtI 4�) <br />Dt.(1C j o CHAN4ir4(, P$RSPgC'i IV;;V-TO L.0OK�0 C-. powNs"CKtA( <br />