Laserfiche WebLink
i <br /> HEC RAS Plan: Hart Brch River: Hartman Reach: Retention Dam (Continued) <br /> Reach River Sta Q Total Min Ch El W.S. Elev Max Chl Dpth Crit W.S. E.G.Elev E.G.Slope Vel Left Vel Chnl Vel Right Flow Area Froude#Chl <br /> (cts) (ft) (ft) (ft) (ft) (ft) (tuft) (fus) (ft/s) (ft/s) (sq ft) <br /> Retention Dam -60 100.00 2.55 3.47 0.92 3.93 5.01 0.054453 9.94 10.06 1.90 <br /> Retention Dam -60 150.00 2.55 3.74 1,19 4.34 5.72 0.049601 1.83 11.29 1.83 13.32 1.89 <br /> Retention Dam -60 200.00 2.55 3.95 1.40 4.69 6.41 0,048827 2.99 12.60 2.99 16.00 1.93 <br /> Retention Dam -60 250.00 2.55 4.17 1.62 5.02 6.96 0.045142 3.85 13.43 3.85 18.89 1.91 <br /> Retention Dam -60 300.00 2.55 4.40 1.85' 5.32 7.42 0.041041 4.50 14.01 4.50 21.90 1.86 <br /> Retention Dam -60 350.00 i 2.55 4.63' 2.08 5.60 7.80 0.036879 5.00 14.40 5.00 25.06 1.80 <br /> Retention Dam -60 400.00 2.55 4.86 2.31 5.86 8.12 0.032962 5.38 14.65 5.38 28.39 1.73 <br /> Retention Dam -60 500.00 2.55 5.32 2.77 6.35 8.68 0,026735 5.92 14.96 5.92 35.32 1.61 <br /> Retention Dam -60 600.00 2.55 5.77 3.22 6.81 9.16 0.022074 6.27 15.09 6.27 42.65 1.50 <br /> Retention Dam -104 50.00 0.00 0.58 0.58 0.89 1.61 0.063659 8.15 6.13 1.94 <br /> election Dam -104 100.00 0.00 0.93 0.93 1.42 2.42 0.051975 9.79 10.21 1.86 <br /> etention Dam -104 150.00 0.00 1.17 1.17 1.84 3.21 0,052343 2.18 11.46 2.18 13.22 1.94 <br /> Retention Dam -104 200.00 0.00 1.37 1.37 2.16 3.88 0,052256 3.62 12.79 3.62. 16.20 1.99 <br /> Retention Dam -104 250.00 0.00 1.53 1.53 2.43 4.47 0.053091 4.66 13.96 4.66 19.00 2.05 <br /> Retention Dam -104 300.00 0.00 1.66 1.66 2.73 5.04 j 0.054867 5.51 15.06 5.511 21.56 2.11 <br /> Retention Dam -104 350.00 0.00 1.80 1.80 2.90 5.50 0.054772 6.22 15.88 6.22 24.30 2.14 <br /> Retention Dam -104 400.00 0.00 1.91 1.911 3.05 5.94 0.055468 6.85 16.69 6.85 26.84 2.17 <br /> Retention Dam -104 500.00 &00 2A4 2.14 3.31 6.62 0.054460 7.86 17.87 7.86 32.23 2.20 <br /> Retention Dam j-104 600.00 0.00 2.34 2.34 3.56 7.15 0,052822 8.65 18.75 8.65 37.69 2.20 <br />