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<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 PER 1M. WET PERIM RADIUS FLOW VELOCITY <br /> (FT) (FT) (FT) (FT) (SO FT) (FT) (%} (FT) (CFSl (FT/SECl <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 , 85.7% 3.36 0.65 <br /> t!ID 0,44 5.18 23.89 0.22 <br />OWL' 4.17 22.28 0.18 0.39 4.03 22.81 61.8% 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% Q."14 ,,OS O.4e <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 0.01 0.32 1.1% 0.02 0.00 0.13 <br /> <br />/.o.;.?' <br /> <br />0.1'0 <br />O.,Z.Q <br />o ,J.2- <br /> <br />1.1~ <br />)( <br />j,% <br /> <br />O. OJ. "ji. _ <br />~ -- - <br />o.o:i I.O~ <br /> <br />05'3 r ~.2~ ~~ ) <br /> <br />2, 1)0'/0 l,Je..ttc..d ~(iMe..te.(' <br /> <br />~,lj1 0,2,,/ <br />O.~\J X <br />O. {2 oS{" <br /> <br />0, O~ ~ <br />() /0 <br /> <br />y <br />on <br /> <br />'- O.lbt O.z,iJ ::G50~ <br /> <br />3. I H /~ v <br />AVe, ve.loc;4~ L.. 1ft /6eJ:. <br />