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site was in other/barren, 1 use site was in a soy bean field, 1 use site was in lowland <br />grass, and 1 use site habitat type was missing from the dataset. <br />III.B. Distances to visual obstruction >1.5m <br />The visibility in the four directions was not averaged over the use sites because <br />the data contains the value `infinity' as well as missing data (Table 5). Visibility <br />measurements were not taken at use sites without standing water. <br />III.C. Flow <br />The 7 riverine use sites were all located between the Grand Island and Kearney <br />gages (Table 6). The flow during the spring migration season was highly variable within <br />a daily cycle due to management for power generation at the Johnson Power Plant, <br />Central Nebraska Public Power and Irrigation District (Figures 2, 3, 4 and 5). According <br />to Glenn Engle (US Geological Survey, pers. comm.), the provisional record appears to- <br />show ice in the channel at Grand Island for the first part of March (the flows appear too <br />high when compared with flows at Kearney). The mean daily flow will likely be updated <br />for this period. <br />III.D. Substrate <br />All 7 use sites in the wetted channel reported sediment type as coarse sand, <br />between 1 and 4.9 mm. <br />III.E. Unobstructed width <br />Unobstructed width directly measured in the field at each use site in the wetted <br />channel was not measured as described in the protocol. The measurements contained in <br />this report were derived from the measured depth profile data. The average unobstructed <br />width for each transect at each riverine use site is in Table 7. <br />III.F. Water depths <br />The depth profiles for each transect at each riverine use are presented in Figures <br />6 -11. For each profile, the average water depth was calculated by selecting points along <br />the channel transect every 0.25m and predicting the depth based on linear interpolation <br />between the two adjacent data points measured along the transect (Figure 12, Table 8). <br />For areas of the channel too deep to wade a depth of —4 ft was assigned for calculations <br />of average depth. <br />III.G. Sandbar Elevation <br />The protocol implemented in spring 2001 did not specify that sandbar elevations <br />should be estimated. This parameter was not consistently recorded and cannot be <br />summarized. <br />IV. Searcher Efficiency <br />The objective of the searcher efficiency trials was to estimate the percentage of <br />whooping cranes located by the aerial surveys. Sandhill Crane decoys painted to look <br />like whooping cranes were placed in random locations in the study area. Cooperators <br />placed decoys in the evening, notified the ground crew leader, and retrieved decoys the <br />Spring 2001 Whooping Crane Survey Report 4 <br />11/19/01 <br />