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Two Rivers Gravel Pit Mine <br /> Riverside Berm Failure Analysis <br /> and Flood Control Mitigation Plan <br /> 7ech"olooicess January 22,2020 <br /> Vel Head (ft) 0.31 Wt. n-Val. 0.040 0.035 <br /> W.S. Elev (ft) 4680.70 Reach Len. (ft) <br /> Crit W.S. (ft) 4679.92 Flow Area (sq ft) 1178.74 875.09 <br /> E.G. Slope (ft/ft) 0.003006 Area (sq ft) 1178.74 875.09 <br /> Q Total (cfs) 8500.00 Flow (cfs) 3870.67 4629.33 <br /> Top Width(ft) 829.79 Top Width(ft) 575.00 254.79 <br /> Vel Total (ft/s) 4.14 Avg. Vel. (ft/s) 3.28 5.29 <br /> Max Chl Dpth (ft) 6.70 Hydr. Depth(ft) 2.05 3.43 <br /> Conv. Total (cfs) 155044.8 Conv. (cfs) 70603.2 84441.6 <br /> Length Wtd. (ft) Wetted Per. (ft) 575.71 255.38 <br /> Min Ch El (ft) 4674.00 Shear(lb/sq ft) 0.38 0.64 <br /> Alpha 1.18 Stream Power(lb/ft s) 1.26 3.40 <br /> Fran Loss (ft) Cum Volume (acre-ft) <br /> C & E Loss (ft) Cum SA(acres) <br /> Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, energy was used. <br /> CROSS SECTION OUTPUT Profile#50-yr <br /> E.G. Elev (ft) 4682.79 Element Left OB Channel Right OB <br /> Vel Head (ft) 0.51 Wt. n-Val. 0.040 0.035 0.040 <br /> W.S. Elev (ft) 4682.28 Reach Len. (ft) <br /> Crit W.S. (ft) 4680.98 Flow Area (sq ft) 2083.07 1290.35 5.42 <br /> E.G. Slope (ft/ft) 0.003004 Area (sq ft) 2083.07 1290.35 5.42 <br /> Q Total (cfs) 18600.00 Flow(cfs) 9978.48 8613.41 8.11 <br /> Top Width(ft) 848.50 Top Width(ft) 575.00 265.00 8.50 <br /> Vel Total (ft/s) 5.50 Avg. Vel. (ft/s) 4.79 6.68 1.50 <br /> Max Chl Dpth (ft) 8.27 Hydr. Depth(ft) 3.62 4.87 0.64 <br /> Conv. Total (cfs) 339334.8 Conv. (cfs) 182045.5 157141.4 148.0 <br /> Length Wtd. (ft) Wetted Per. (ft) 577.29 265.60 8.59 <br /> Min Ch El (ft) 4674.00 Shear(lb/sq ft) 0.68 0.91 0.12 <br /> Alpha 1.09 Stream Power(lb/ft s) 3.24 6.08 0.18 <br /> Fran Loss (ft) Cum Volume (acre-ft) <br /> C & E Loss (ft) Cum SA(acres) <br /> Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, energy was used. <br /> CROSS SECTION OUTPUT Profile#100-yr <br /> E.G. Elev (ft) 4683.64 Element Left OB Channel Right OB <br /> Vel Head (ft) 0.62 Wt. n-Val. 0.040 0.035 0.040 <br /> W.S. Elev (ft) 4683.01 Reach Len. (ft) <br /> Crit W.S. (ft) 4681.44 Flow Area (sq ft) 2507.86 1486.12 13.52 <br /> pg. 53 <br />