Ayres Knowledge Center Scour Evaluation: Bridges with Unknown Foundations | Page 19

Plan: PressRevInlet E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) !"#$"% #%&&&&&&&&&&&&&&&&&&&'()*+ Supplementary Report Halifax River Upper Reach RS: 72557.88 Profile: 13JAN2012 0520 9.73 Element Left OB Channel Right OB 0.11 Wt. n-Val. 0.12 0.027 0.12 9.61 Reach Len. (ft) 766.11 700.8 664.06 Flow Area (sq ft) 520.01 32756.76 10704.05 0.000065 Area (sq ft) 520.01 32756.76 10704.05 -92774.3 Flow (cfs) -95.45 -89402.67 -3276.17 4244.81 Top Width (ft) 207.66 2048.92 1988.23 -2.11 Avg. Vel. (ft/s) -0.18 -2.73 -0.31 26.29 Hydr. Depth (ft) 2.5 15.99 5.38 11528230 Conv. (cfs) 11860.3 11109270 407100.6 698.33 Wetted Per. (ft) 208.02 2141.27 1988.56 -16.68 Shear (lb/sq ft) 0.01 0.06 0.02 1.61 Stream Power (lb/ft s) 6296.7 0 0 0.04 Cum Volume (acre-ft) 86.51 2321.17 581.94 Cum SA (acres) 14.06 88.36 69.6 ,-./&%%&01&2# 3%4 #225%2&&&&&&&&&&&&&&&&&&67(89:&);&<=2 Page SR-19 2