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<br />. <br /> <br />Nursery backwaters we periodically scoured in winter by lateral chute channels that <br />flow around mid-chann I ice jams. <br /> <br />. <br /> <br />All backwaters remai ed suitable over winter with respect to water chemical <br />parameters (temperatur and dissolved oxygen). <br /> <br />. <br /> <br />Approximately 50% 0 backwaters in the middle Green River became unsuitable <br />during two mild wint s as a result of ice jams that caused damming and flow- <br />through, reduction of ater depth from ice development and collapsing ice lenses, <br />or unexplained local cannel changes that caused flow-through. <br /> <br />. <br /> <br /> <br />Loss of backwater- sui bility during winter may force fish to leave these sheltered <br />habitats at greater risk f predation with presumed energy expenditure. <br /> <br />COMMENDATIONS <br /> <br />I , 0 allow for maximum surface ice develo ment <br />laming Gorge Dam in a manner that protects and enhances <br />do pikeminnow. If air temperature were predictable, stable <br />dam releases during a cold inter would allow for rapid development of an ice cap of <br />sufficient thickness to minim ze occurrence of ice jams and frazil ice development. Onc€; <br />the ice reached a certain thi kness, it would be theoretically possible to resume some <br />fluctuations beneath the ice cap without disrupting it. The vertical rise in river stage <br />necessary to break an ice la er is approximately three times the thickness of that layer <br />(Donchenko 1978). Accordi g to calculations by Valdez and Masslich (1989), in a severe <br />winter, a critical ice thickne s of 15 cm would have to be reached near Jensen to resist <br />anticipated stage changes 0 45 cm under maximum hydropower production at Flaming <br />Gorge Dam. At maximum ic development potential, this ice thickness could be reached in <br />about 3 days (Calkins 1979). The effect of river fluctuations on backwaters beneath surface <br />ice is not known. This scen '0 is strictly theoretical and not recommended until there is a <br />better understanding of ice p ocesses in the Green River relative to dam operations. <br /> <br />"') Minimize chan e in volume and fluctuations durin the winter riod. <br />Winter releases from Flami Gorge Dam should be maintained at the same flow range as <br />in the immediately precedin summer and fall. This flow scenario should be maintained <br />until March 1, a time when e ly low elevation runoff from tributaries usually increases river <br />stage in the nursery area, in ependent of dam operations. <br /> <br />3. Maintain ersistent and stab e nurse backwaters. <br />Maintaining similar flow Ie els throughout summer, fall, and winter will help to stabilize <br />backwaters and reduce fore d movement of fish in search of alternative backwaters at the <br />presumed risk of excessive nergy expenditure and predation (Bestgen et al. 1998, Schmidt <br />1996). Changes in release volumes from the dam that either flood or desiccate nursery <br /> <br />24 <br /> <br />,I <br />