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<br />. <br /> <br />. <br /> <br />',7 <br /> <br />J 6, '1 <br /> <br />. <br /> <br /> e e <br /> STREAM NAME: East Canyon Creek - upper site <br /> XS LOCATION: 300' upstream from confluence with Keyser Creek <br /> XS NUMBER: 2 <br /> *GL' = lowest Grassline elevation corrected for sag <br /> STAGING TABLE *WL * = Waterline corrected for variations in field measured water surface elevations and sa <br /> DISTTO TOP AVG. MAX. WETIED PERCENT HYDR AVG. <br /> WAlER WIDTH DEPTH DEPTH AREA PERIM. WET PERIM RADIUS FLOW VELOCITY <br /> (Ff) (Ff) (Ff) (S Ff) (Ff) (%) (Ff) CFS) ~SEC) <br /> 4.76 20.46 0.8] 1.36 16.62 21.2 ]00.00% 0.78 27.93 1.68 <br /> 4.76 20.44 0.8] 1.36 ]6.59 21.18 99.90% 0.78 27.85 1.68 <br /> 4.81 19.84 0.79 1.31 15.58 20.57 97.00% 0.76 25.58 1.64 <br /> 4.86 19.24 0.76 1.26 14.6 19.96 94.20% 0.73 23.43 1.6 <br /> 4.9] 18.64 0.73 1.21 13.65 19.35 91.30% 0.7] 21.39 1.57 <br /> 4.96 18.04 0.71 1.16 12.74 18.74 88.40% 0.68 19.46 1.53 <br /> 5.0] 17.44 0.68 1.11 11.85 18.]4 85.60% 0.65 17.64 1.49 <br /> 5.06 ]7 0.65 1.06 10.99 17.68 83.40% 0.62 15.82 1.44 <br /> 5.11 ]6.46 0.62 1.01 10.]5 17.]2 80.70% 0.59 ]4.]7 1.4 <br /> 5.16 ]5.84 0.59 0.96 9.34 16.46 77.60% 0.57 ]2.67 1.36 <br /> 5.2] 15.22 0.56 0.91 8.57 15.8 74.50% 0.54 11.26 1.31 <br /> 5.26 14.6 0.54 0.86 7.82 15.14 71.40% 0.52 9.96 1.27 <br /> 5.31 13.97 0.51 0.81 7.11 14.48 68.30% 0.49 8.75 1.23 <br /> 5.36 13.35 0.48 0.76 6.43 13.82 65.20% 0.47 7.62 1.19 <br /> 5.4] 12.73 0.45 0.71 5.77 13.16 62.10% 0.44 6.59 1.14 <br /> 5.46 12.11 0.43 0.66 5.15 12.5 59.00% 0.4] 5.64 1.09 <br />*WL' 5.51 11.48 0.4 0.61 4.56 11.84 55.80% 0.39 4.78 1.05) <br /> 5.56 11.21 0.36 0.56 4 ]1.54 54.40% 0.35 3.9 0.97 <br /> 5.6] 11.01 0.31 0.51 3.44 11.31 53.40% 0.3 3.08 0.89 <br /> 5.66 10.81 0.27 0.46 2.9 11.08 52.30% 0.26 2.34 0.81 <br /> 5.71 10.59 0.22 0.4] 2.36 10.84 51.10% ) 0.22 1.69 0.72 <br /> 5.76 9.12 0.21 ) 0.36 1.87 9.32 44.00% 0.2 1.27 0.68 <br /> 5.81 8.18 0.18 0.31 1.44 8.34 39.30% 0.17 0.88 0.61 <br /> 5.86 7.52 0.14 0.26 1.05 7.64 36.10% 0.14 0.55 0.53 <br /> 5.9] 6.95 0.1 0.21 0.69 7.05 33.20% 0.] 0.29 0.42 <br /> 5.96 5.22 0.07 0.16 0.37 5.29 25.00% 0.Q1 0.12 0.33 <br /> 6.01 3.69 0.04 0.11 0.15 3.74 ]7.60% 0.04 0.04 0.24 <br /> 6.06 1.3 0.02 0.06 0.02 1.31 6.20% 0.02 0 0.14 <br /> 6.11 0.09 0.-' . 0.01 0 0.1 0.50% 0 0 0.05 <br /> Cr ;.J-e..,.;c... <br /> 0 - I. [) C:, ,,+,$ <br /> 6. "2.. .0/ -= <br /> 0.2..1 /.7...7 6.'lS''iS ... <) . 2,(., ""- lDb <br /> O. 0"2- <br /> - :: (),fc,7 <br /> 1>..7.- x. 0,05 <br /> O.I$' lJ.n 0,1".7 )C- O, 3~ '::. D.2.'" <br /> <br /> <br /><) ;;C>~t> \Alf ~ 1.1::,2- c.+s <br /> 5 f. ID /. ~<j .!:;.-- <br /> - 6. ~ <1-5 t).Lf2. ~ 0, "'3 SS <br /> 50 >< 7.' ~ <br /> lf4-f. 0 1,2-7 6."?SS""" /,"2...7 ! 1.6 2- c-f$ <br /> <br />j) <br /> <br />-'" <br /> <br />/ .ft /<;e c.-- -= <br /> <br />lj, 2"3 c+s <br /> <br />/,05 <br />/ <br /> <br />1.7'9 <br />~ <br /> <br />b.33 <br /> <br />0.03 <br />---- -= <br />D.O'Y <br /> <br />0.515 )( o. 'i>8' -:; <br /> <br />b.97; <br /> <br />5/7 <br /> <br />3.'1.- o. 3$~ '{;23 c.Js <br /> <br />)( -::. <br />