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Worksheet for Triangular Channel - 1 <br />Pwye,a DescrVtror <br />Flow Element Tr,a,qular Channe <br />Fnchon Method Manning Formula <br />Solve For Normal Depth <br />input Data <br />Roughness Coet6cienr <br />0 03` <br />It <br />,'hannel Slope <br />0 00500 <br />r. <br />;.eft Side Slope <br />300 <br />tt/tt (H V) <br />Right Sdc Slope <br />300 <br />tuft (H V, <br />Dlschagw <br />140 <br />R45 <br />Results <br />Normal Depth <br />060 <br />It <br />Flow Area <br />1 08 <br />r. <br />Wetted Permteter <br />379 <br />h <br />00 Wath <br />3150 <br />It <br />Crdreal Depth <br />042 <br />1 <br />Crft"I Soove <br />003214 <br />Velocity <br />t 3c <br />tvs <br />Velocity Head <br />001, <br />ft <br />Speahc Energy <br />063 <br />ft <br />Frcnrde Number <br />042 <br />:low Type <br />SubcFft cal <br />GVF Input Data <br />Downt,vcam DcPth <br />0,00 <br />P, <br />-cngih <br />000 <br />It <br />Numoer Of Steps <br />0 <br />GVF Outwq Data <br />Upstream Deo!h <br />000 <br />r <br />vrohle Descnotmn <br />WA <br />Profile Headloss <br />000 <br />n <br />Downstream Velocav <br />0.00 <br />fhs <br />Upstream VelocAY <br />0.00 <br />tV <br />Normal Depth <br />0 6c <br />ft <br />Crrtrcal Depth <br />0.42 <br />fl <br />Channel SI)Pe <br />000500 <br />Cht"I Slope <br />0 03214 <br />tv" <br />ESWMP -24 <br />