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Table 6. Mean discharge (cfs) and stage (ft) during crane use at each riverine use site <br />using hourly provisional data averaged from 7:30 pm to 7 am at the Kearny gage (KN) <br />and the Grand Island gage (GI). Riverine use site number 4 was observed in use two <br />mornings. <br />Riverine <br />Use <br />Site <br />Number <br />Morning <br />Use Date <br />Gage <br />Mean <br />Discharge <br />SE <br />Discharge <br />Mean <br />Stage <br />SE <br />Stage <br />1 <br />3/24/2001 <br />KY <br />1362.47 <br />59.94 <br />3.41 <br />0.03 <br />1 <br />3/24/2001 <br />GI <br />1612.77 <br />15.60 <br />2.11 <br />0.01 <br />2 <br />3/25/2001 <br />KY <br />1234.37 <br />61.64 <br />3.34 <br />0.03 <br />2 <br />3/25/2001 <br />GI <br />1581.20 <br />16.24 <br />2.10 <br />0.01 <br />3 <br />3/30/2001 <br />KY <br />1004.38 <br />70.88 <br />3.21 <br />0.04 <br />3 <br />3%30/2001 <br />GI <br />1272.43 <br />8.29 <br />1.95 <br />0.00 <br />4 <br />3/31/2001 <br />KY <br />1005.00 <br />71.21 <br />3.22 <br />0.04 <br />4 <br />3/31/2001 <br />GI <br />1298.15 <br />9.13 <br />1.97 <br />0.00 <br />4 <br />4/1/2001 <br />KY <br />980.69 <br />71.12 <br />3.21 <br />0.04 <br />4 <br />411/2001 <br />GI <br />1317.03 <br />6.11 <br />1.98 <br />0.00 <br />5 <br />4/2/2001 <br />KY <br />1050.71 <br />68.18 <br />3.25 <br />0.04 <br />5 <br />4/2/2001 <br />GI <br />1381.24 <br />12.17 <br />2.02 <br />0.01 <br />6 <br />4/6/2001 <br />KY <br />1029.12 <br />80.38 <br />3.24 <br />0.05 <br />6 <br />4/6/2001 <br />GI <br />1173.91 <br />9.60 <br />1.92 <br />0.01 <br />Table 7. Average unobstructed width (meters) at riverine profile transects. Averages are <br />across the 3 transects (through the crane use site, a parallel transect 25m upstream, and a <br />parallel transect 25m downstream) measured at each riverine use site. <br />Riverine <br />Use <br />Site <br />Use Site <br />Transect <br />Wdth <br />Mean <br />Unobstructed <br />Width <br />Standard <br />Error <br />1 <br />247.80 <br />254.93 <br />7.03 <br />2 <br />314.00 <br />301.00 <br />6.56 <br />3 <br />143.00 <br />132.33 <br />9.21 <br />4 <br />139.00 <br />170.00 <br />32.01 <br />5 <br />82.00 <br />78.67 <br />4.91 <br />6 <br />281.00 <br />279.33 <br />3.28 <br />Spring 2001 Whooping Crane Survey Report 9 <br />11/19/01 <br />