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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />000005 <br /> <br />In comparing the summary of changes the Platte River has undergone since pre- <br />settlement times with the requirements for an ideal whooping crane roost site, it <br />is apparent that significant aspects of the required conditions have been <br />reduced or nearly eliminated. <br />The loss of grasslands within 3.5 miles of the River has directly affected <br />the wet meadows used by the whooping crane for foraging. Whooping cranes <br />feed in a variety of habitats in the Platte River valley including cropland, wet <br />meadows, palustrine wetlands and native grassland (U.S. FWS 1981). <br />Foraging sites are generally associated with sites near nocturnal roosts <br />(U.S.FWS 1987), Although only around 2% of the migrating whooping cranes <br />use the Platte River as a stopover point during their migration (E.A. Eng. Sci. <br />and Tech. 1983), the wet meadows provide a reliable and abundant invertabrate <br />food source (U.S.FWS 1987). <br />The hydrology of the Platte River directly affects the critical habitat area in <br />the Big Bend reach. The Platte River flows in response to surface water inputs <br />from numerous tributaries, surrounding groundwater fluctuations, and human <br />storage and withdrawals. Natural flow in the North Platte River and South Platte <br />River originates primarily from melting snowpacks in the highest elevations of <br />Wyoming and Colorado during the spring. This snow melt, together with spring <br />rainfall, recharges the alluvial aquifers, causing the flow rates to peak in May <br />and June. Following this springtime peak, streamflow decreases significantly <br />during the summer. In the fall, streamflow again increases to a relatively uniform <br />level until the following spring (Bentall and Others 1975). <br />Present day streamflows, however, have been significantly modified by <br />water development projects within the basin. Most of the large-scale irrigation <br />systems were completed by the 1940's (U.S. FWS 1990), In many instances, <br />declines in peak and mean annual discharge correspond to the development of <br />the following reservoirs in Wyoming (see Figure 1): Pathfinder, 1909; Guernsey, <br />1927; Alcova, 1938; Seminoe,1939; Glendo, 1957; and Lake McConaughy in <br />Nebraska, 1941 (Williams 1978). These changes have also caused a significant <br />decrease in the channel cross-sectional area of the Platte River over the past 40 <br /> <br />7. <br />