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0 0 0 <br />Approxima comparison of measured <br />water surta [accuracy not good, + or - <br />Predicted chanae in Water Surface .5 ft ?1 <br />Upstream <br />Gage and <br />River Mile <br />Study <br />Site <br />Transect <br />(SP <br />spring <br />survey, <br />FA fall <br />survey) <br />Flow at <br />gage <br />on <br />survey <br />day <br />cfs ) <br />Prediction <br />Flow (day <br />WC sited) <br />(cfs) <br />Gage <br />predicted <br />change <br />in water <br />surface <br />Mannings <br />predicted <br />change in <br />average <br />depth <br />HECRAS <br />predicted <br />change <br />in water <br />surface <br />Cotton- <br />wood <br />Ranch <br />gage on <br />main <br />channel <br />Manning <br />meas <br />change il <br />average <br />depth <br />I <br />Change <br />in <br />measured <br />WSE <br />assuming <br />thalweg <br />elev <br />match <br />Transect <br />(SP <br />spring <br />survey, <br />FA fall <br />survey) <br />Overton <br />(1) <br />16 SP <br />972 <br />397 <br />-0.7b'' <br />-0.31 <br />-0.55 <br />-0.59 <br />-0.25 <br />-0.23 <br />13 SP <br />RM236.9 <br />(1) <br />16 SP <br />972 <br />374 <br />- 0.91 <br />-0.33 <br />-0.62 <br />-0.78 <br />-0.85 <br />31 SP <br />rm235.5 <br />(2) <br />35 SP <br />374 <br />972 <br />0.91 ; <br />0.42 <br />0.55 <br />0.78.08 <br />, <br />0.24 <br />2 SP <br />2 <br />35 SP <br />374 <br />140 <br />-0.55 .' <br />-0.24 <br />-0.44 <br />-0.47 <br />-0.16 <br />-0.34 <br />41 SP <br />Kearney <br />RM212.5 <br />(3) <br />38 SP <br />363 <br />681 <br />0.44 ,"; ", <br />0.23 <br />0.22 <br />0.54 <br />0.71 <br />0.96 <br />29 SP <br />38 SP <br />363 <br />104 <br />= 0.56 °; <br />-0.27 <br />-0.46 <br />-0.47 <br />-0.18 <br />-0.84 <br />44 SP <br />RM 198.9 <br />(4) <br />1 FA <br />51 <br />304 <br />0.67 <br />0 02 <br />; 0.93. _ ', <br />..Q 0$ <br />-0:42, �` <br />7 FA <br />(4) <br />1 FA <br />51 <br />74 <br />0.11 <br />0.15 <br />0.27 <br />- 1 ::34 M, <br />6 FA <br />RM184.1 <br />(5) <br />24 FA <br />169 <br />314 <br />0.21 <br />11r "" ,' 0.24 <br />0.33 <br />X0,03 <br />21 FA <br />(5) <br />24 FA <br />169 <br />74 <br />-0.34 <br />=0 45 <br />-0.29Q <br />02 <br />-0.17 <br />26 FA <br />RM178.2 <br />(6) <br />12 FA <br />169 <br />314 <br />0.21 <br />0.18 <br />0.41 <br />0.14 <br />0.46 <br />17b FA <br />(6) <br />12 FA <br />169 <br />63 <br />-0.37 <br />-0.17 <br />- 0.70' <br />0 01 <br />'` <br />0:24 <br />14 FA <br />(6) <br />11 FA <br />169 <br />314 <br />0.21 <br />0.08 <br />0 39 , ' <br />0.26 <br />=0,,23 <br />18 FA <br />(6) <br />11 FA <br />169 <br />63 <br />-0.37 <br />-0.08 <br />-011 <br />�'�0 24 <br />-0.05 <br />13 FA <br />Summary of Phase I Whooping Crane Data Analysis November 6, 2007 <br />8 <br />