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Harbison Crere <br /> 886 <br /> Legend <br /> t�-. <br /> AS OTC <br /> rVS 010 <br /> AS Cl <br /> gam. <br /> zoF <br /> ter , <br /> Z62 Jr" r II <br /> -• \� ,.-4' <br /> 86d <br /> aid <br /> W..68 5Q3 1.363 1sa9 'Y1fY' <br /> 1,313, 2borsca <br /> Figure 9.Existing longitudinal profile in Harbison Creek showing the 1.5-(blue),10-(red)and 100-yr(light green) <br /> flood quantile water surfaces,existing thalweg(black line),and bank tops(dark green and purple dashed lines) <br /> in 2014. <br /> Harbison Creek <br /> Lepa1M <br /> Srear Ow 0100 <br /> Snear Ow 010 <br /> O <br /> S;sirCn01.5 <br /> a 1° <br /> G <br /> U <br /> Ls to , <br /> 0 <br /> 0 500 1003 1509 200; <br /> Cranne ;74 <br /> Figure 10.Existing shear stresses in Harbison Creek in 2014.The relatively high values near station 0 are due to <br /> the convergence of water surfaces to Token Creek where base flow conditions were specified.The higher values <br /> at stations 800 and 1700 are the result of the culvert.In general,the model shows very low shear stresses along the <br /> majority of the reach. <br /> 11 <br />