Laserfiche WebLink
Worksheet for Triangular Channel - 2 <br />Proted Descriptro- <br />F bw Element Triangular Channe <br />- fiction Method Manning FormuU <br />Solve For Normal Depth <br />Input Data <br />Roughness CoeffK -*nt <br />0 035 <br />„hannel Sope <br />002000 <br />1tm <br />Left Side Shoe <br />300 <br />"(H W <br />Hight Side Slope <br />300 <br />tin (H V: <br />Disciarge <br />2.38 <br />ft "s <br />Results <br />Normal Depth <br />056 <br />ft <br />Flow Area <br />095 <br />P <br />Wetted Penrrieter <br />357 <br />It <br />oo Width <br />338 <br />h <br />Critical Depth <br />052 <br />P <br />Critical Skips <br />002995 <br />ftlft <br />Vek>uty <br />249 <br />tUs <br />Velocity Head <br />010 <br />P <br />Stlecdic E fie rgv <br />066 <br />P <br />Froude Number <br />083 <br />Flow Type <br />SubcrrtKal <br />GVF Input Data <br />Downstream Depth <br />000 <br />P <br />.cngth <br />000 <br />It <br />Numbs, Of Steps <br />0 <br />GVF Output Data <br />Upstream Depth <br />000 <br />P <br />Profile Desviobon <br />WA <br />r'rofile lieadbss <br />000 <br />q <br />Downstream Vcbcrtv <br />0.00 <br />tt" <br />Upstream Velocity <br />000 <br />fUs <br />Normal Depth <br />056 <br />P <br />Critical Depth <br />052 <br />tt <br />Channel Slope <br />002000 <br />R7R <br />Critical Slope <br />002995 <br />?tM <br />ESWMP -30 <br />