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Currant Creek <br />-5.00 CROSS SECTION DATA ANALYSIS <br />RS <br />-5.50 r <br />} <br />-6.00 <br />w ?' <br />-6.50 <br />a <br />W <br />aQ <br />U <br />WH -7.00 <br />-7.50 <br />-8.00 <br />-8.50 <br />0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00 20.00 <br />DISTANCE FROM STAKE (FT) <br />Channel Bottom Computed Water Line <br />U <br />i <br />