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~~ ~~ <br /> STREAM NAME: Eider Creek <br /> XS LOCATION: 150 ft upstream of HWY 195 <br /> XS NUMBER: 1 <br /> 'GL' = lowest Gr assline eleva tion corrected for sag <br /> STAGING TABLE *WL' = Waterline corrected for vaziations in field measured water surface elevations and sag <br /> D IST TO TOP AVG. MA%. WETTED PERCENT HYDR AVG. <br /> WATEA W IDTH DEPTH DEPTH AR EA P£R IM. WET PER RADIUS FLOW VELOCITY <br /> (FTI (FTI (FT) (FT) !SQ FT) (FT) ($ ) (FT) (CFS) (FT~SEC) <br />'GL' 1.00 13 .40 1.03 1.31 13 .85 14.28 100 .0% 0.97 22 .54 1 .63 <br /> 1.03 13 .31 1.02 1.29 13 .55 19.18 99 .3} 0.96 21 .82 1 .61 <br /> 1.06 13 .11 0.98 1.24 12 .89 13.96 97 .7} 0.92 20 .29 1 .57 <br /> 1.13 12 .49 0.98 1.19 12 .25 13.27 92 .9} 0.92 19 .29 1 .57 <br /> 1.18 12 .32 0.99 1.14 11 .63 13.10 91 .7} 0.89 17 .89 1 .53 <br /> 1.23 12 .19 0.90 1.09 11 .02 12.94 90 .6$ 0.85 16 .49 1 .99 <br /> 1.28 12 .07 0.86 1.04 10 .41 12.77 89 .4$ 0.82 15 .08 1 .45 <br /> 1.33 11 .94 0.82 0.99 9 .81 12.61 88 .3$ 0.78 13 .78 1 .90 <br /> 1.38 11 .81 0.78 0.94 9 .22 12.94 87 .1} 0.74 12 .53 1 .36 <br /> 1.43 11 .69 0.74 0.89 8 .63 12.28 86 .0$ 0.70 11 .32 1. 31 <br /> 1.48 11 .56 0.70 0.84 8 .05 12.11 84 .8% 0.66 10 .17 1. 26 <br /> 1.53 11 .44 0.65 0.79 7 .47 11.95 83 .7$ 0.63 9 .07 1. 21 <br /> 1.58 11 .31 0.61 0.74 6 .90 11.78 82 .5$ 0.59 8 .03 1. 16 <br /> 1.63 11 .18 0.57 0.69 6 .34 11.62 81 .9} 0.55 '.7 .03 1. 11 <br /> 1.68 11 .02 0.52 0.69 5 .78 11.92 79 .9} 0.51 6. 11 1. 06 <br /> 1.73 10 J9 0.49 0.59 5 .29 11.15 78 .1$ 0.97 5. 26 9 j~3 ~'1. 00~' S• z <br /> 1.78 10 .55 0.95 0.59 4 .71 10.89 76 .23 0.43 4. 47 0. 95 <br /> 1.83 10 .31 0.41 0.99 9 .18 10.62 79 .3% 0.39 3. 74 0. 89 <br />'WL' 1.86 10 .07 0.37 0.44 3. 67 10.39 72 .4$ 0.36 3. Lt6 0. 83 <br /> 1.93 9 .64 0.32 0.39 3. 18 10.09 70 .6$ 0.31 2; 94 0. 77 <br /> 1.98 9 .67 0.29 0.34 2. 69 9.89 69 .2} 0.27 1. 68' 0. 70 <br /> '2.03 <br />2.08 9 <br />9 .49 <br />.32 !0.23 '~ <br />'0.19 0.29 <br />0.24 2. <br />1. 21 <br />74 9.68 <br />9.48 67 <br />66 .8$ <br />.9$ 0.23 <br />0.18 1. <br />0. 37 <br />93y 0. <br />~ 0. 62 I <br />54 p y <br /> 2.13 8 .12 0.16 0.19 1. 29 8.25 57 .7} 0.16 0. 62 0. 48 <br /> 2.18 7 .82 0.11 0.19 0. 89 7.92 55 .5$ 0.11 0. 35 0. 39 <br /> 2.23 7 .23 0.07 0.09 0. 51 7.31 61. 2$ 0.07 0. 14 0. 28 <br /> 2.28 5 .69 0.03 0.04 0. 19 5.72 90. 0} 0.03 0. 03 0. 17 <br />3f3~+/s = 5, 3 <br />z~3~o = l.~ <br />~'3 wo z <br />~, LS I i VU <br />.. .~~. j - ~:.`. <br />• <br />