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<br />e <br /> <br />e <br /> <br /> STREAM NAME: Maggie Gulch <br /> XS LOCATION: 250' downstream from co. road bridge <br /> XS NUMBER: 1 Constant Manning's n <br /> 'GL' = lowest Grassline elevation corrected for sag <br /> STAGING TABLE 'WL' = Waterline corrected for variations in field measured water surface elevations and sag <br /> DIST TO TOP AVG. MAX. WETTED PERCENT HYDR AVG. <br /> WATER WIDTH DEPTH DEPTH AREA PERIM. WET PERIM RADIUS FLOW VELOCITY <br /> (FT) (FT) (FT) (FT) (SOFT) (FT) (%) (FT) (CFS) (FT/SEC) <br />'GL' 4.03 27.30 0.27 0.53 7.39 27.88 100.0% 0.27 5.47 0.74 <br /> 4.07 24.20 0.26 0.49 6.36 24.78 88.9% 0.26 4.61 0.72 <br /> 4.12 23.33 @ 0.44 5.18 23.89 85.7% 0.22 3.36 0.65 <br />"WL' 4.17 22.28 0.18 0.39 4.03 22.81 81.8% 0.18 2.28 0.56 <br /> 4.22 18.12 0.34 3.01 18.61 66.8% 0.16 1.60 0.53 <br /> 4.27 15.35 0.14 0.29 2.20 15.78 56.6% 0.14 1.06 0.48 <br /> 4.32 14.13 0.10 0.24 1.45 14.49 r~ 0.10 0.56 0.39 <br /> 4.37 11.46 0.07 0.19 0.81 11.70 ,42.0% 0.07 0.24 0.30 <br /> 4.42 8.02 0.04 0.14 0.35 8.15 ..~o 0.04 0.08 0.22 <br /> 4.47 2.80 0.02 0.09 0.06 2.85 10.2% 0.02 0.01 0.14 <br /> 4.52 0.30 0.02 0.04 0.Q1 0.32 1.1% 0.02 0.00 0.13 <br /> <br />I, o.}of <br /> <br />v./ <Q <br />o ,;, () <br />o ,J.. 2. <br /> <br />1.2~ <br />)( <br />3.3& <br /> <br />O. OJ.. :: 1- -:. 05'3 t- ~.2~ ~rZ~ I ~f?) <br />~ J.O~ ~. <br /> <br />2. I)tNo Ne..t+e..d pt';'Mder <br /> <br />Oll~ <br />X <br />o ,'j~ <br /> <br />0.41 <br />O.~\1 <br />0, {2 <br /> <br />o. o~ :; <br />0./0 <br /> <br />x <br />0.32 <br /> <br />~ O.lbt O.t.Lt ::~5@> <br /> <br />J. I f+ I~ V <br />AVe., veJoc;i1 L.. I A-/5e.t <br />