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<br /> STREAM NAME: Roubidelw Creek - Criswell to Porter reach
<br /> XS LOCATION; 250 yards above confluence with Potter Creek
<br /> XS NUMBER: I
<br /> "'GL'" = lowest Grassline elevation corrected for sag
<br /> STAGING TABLE "'WL'to = Waterline corrected for variations il\ field measured water surface elevations and sa
<br />~ DIST TO TOP AVG. MAX, WETTED PERCENT HYDR AVO.
<br />WATER WIDTH DEPTH DEPTH AREA PERIM. WET PERlM RADIUS FLOW VELOCIT
<br /> (FT) (FT) (F1') (FT) (SQ FT) (FT) (%) (FT) (CFS) (B/SEC)
<br /> 4.58 39.13 1.57 2,44 61.43 40.09 100.00% 153 99.06 1.61
<br /> 5,4 30.73 1.06 1.62 32.64 31.52 78.60% 1.04 4053 1.24
<br /> 5.45 30.22 1.03 1.57 31.12 31 77.30% I 37.84 1.22
<br />'toOL'" 5,5 29.71 I 1.52 29.62 :30.48 76.00% 0.97 35.25 1.19
<br /> 5.55 29.32 0.96 1.47 28.14 30.06 75.00% 0.94 32.67 1.16
<br /> 5,6 28.97 0,92 1.42 26.69 29.69 74.10% 0,9 30.16 1.13
<br /> 5.65 28.62 0.88 1.37 25.25 29.31 73.10% 0.86 27.73 1.1
<br /> 5,7 28.27 0.84 1.32 23.82 28.94 72.20% 0.82 25.39 1.07
<br /> 5.75 27.7 0.81 1.27 22.42 28.34 70.70% 0.79 23.27 1.04
<br /> 5,8 26.56 0.79 1.22 21.06 27.17 67.80% 0.78 21.57 1.02
<br /> 5.85 25.42 0.78 1.17 19.76 26.01 64.90% 0.76 19.97 1.01
<br /> 5,9 24.28 0.76 LI2 18.52 24.84 62.00% 0.75 18.48 I -
<br /> 5.95 23.14 0.75 1.07 17.34 23.68 59.10% 0.73 17.09 0.99
<br /> 6 22.29 0.73 1.02 16.21 22.8 56.90% 0.71 15.66 0,97
<br /> 6.05 22.19 0.68 0.97 15.09 22.66 56.50% 0.67 13.97 0.93
<br /> 6,1 22.09 0.63 0.92 13.99 22.51 56.20% 0.62 12.35 0.88
<br /> 6.15 21.99 059 0.87 12.88 22.37 55,80% 0.58 10.82 0.84
<br /> 6,2 21.89 0.54 0.82 11.79 22.23 55.40% 0.53 9.37 0.79
<br /> 6.25 21.79 0.49 0.77 10.7 22.08 55.10% 0.48 8 0.75
<br /> 6,3 21.69 0,44 0.72 9.61 21.94 54.70% 0,44 6.72 0,7
<br /> 6.35 21.58 0,4~ 0.67 8.53 21.8 54.40% 0.39 5.53 - 0.65
<br /> 6,4 21.42 0.35 0.62 7.45 2159 53.90% 0.35 4.45 0.6
<br /> 6.45 20.67 0.31 0.57 6.4 20.84 52,00% ) 0.31 3.53 055
<br /> 6.5 19.47 0.28 052 5.39 19.62 48.90% 0.27 2.76 0.51
<br />*WL* 6.55 17.77 0.25 0.47 4.46 17.91 44.70% 0.25 2.15 0.48
<br /> 6;6 17.3 02i) 0.42 3.59 17.42 43.40% 0.21 1.52 0.42
<br /> 6,65 15.74 0,1 0.37 2.76 15.85 3950% 0.17 1.04 0.38
<br /> 6,7 13.83 0.15 0.32 2,02 13.92 34.70% 0.15 0.68 0.33
<br /> 6.75 11.77 0.12 0.27 1.38 11.83 29.50% 0,12 0,4 0.29
<br /> 6,8 9.35 0,09 0.22 0.84 9.39 23.40% 0.09 0,21 0.24
<br /> 6.85 7.14 0,06 0.17 0,44 7.17 17.90% 0.06 0.08 0.19
<br /> 6,9 4,7 0.03 0.12 0.14 4.72 11.80% 0.03 0,02 0.12
<br /> 6.95 1.06 0.03 0,07 0.D3 1.06 2.70% 0,03 0 0,12
<br /> 7 0.26 0.01 0.02 0 0,26 0.60% 0.01 0 0.05
<br /> 0 I Ff /s'e~ - 0. .fi __~{::) /,8 If, I
<br /> V
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<br /> 52 $,53 ')(
<br /> So '" 0, 355 )( (),77 ~ 0.2"73"'2~
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<br /> 2.74:> .. O,27;2'2-&.
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<br /> .~ ,< O,~ ~ t). <"7 o.<f"i O. '52
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<br /> O. fff /.~'I 0.03
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