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<br />streamflows that were greater than 283 m3/s (10,000 cfs) on the Gunnison River <br />were about 3 weeks in duration but the post-dam (1966-1993) streamflows were <br />less than 1 week at flows greater than 283 m3/s (10,000 cfs). Cooper and <br />Severn (1994a) estimated that streamflows of 1,133 m3/s (40,000 cfs) were <br />required for overbank flooding at Moab Slough along the Colorado River. This <br />flow occurred 26 times during the 70-year period of record (1924-1993) but <br />only 6 times between 1963 and 1993. The duration of inundation at Moab Slough <br />over 25 days occurred only 5 times. <br /> <br />Even floodplain habitats that become inundated for a short time can produce <br />relatively high densities of zooplankton as in the flooded willow habitat of <br />Moab Slough along the Colorado River described by Cooper and Severn (1994bi <br />Appendix 2) that benefit fish in backwaters and main river channels. However, <br />a short duration of inundation on floodplain terraces is probably not <br />sufficient for survival of larval razorback suckers and subsequent population <br />recruitment today because the larvae will not have adequate time to grow large <br />enough to escape predation by nonnative fishes when they enter backwaters of <br />the rivers as streamflows subside. <br /> <br />VII. INTEGRATION OF RECOVERY PROGRAM ELEMENTS <br /> <br />It is imperative to integrate all Recovery Program elements, especially <br />streamflow management, habitat enhancement/restoration, control of nonnative <br />fishes, and captive propagation and stocking of razorback suckers. <br /> <br />A. Streamflow Manaqement. Streamflow management must consider the magnitude <br />of discharge, frequency of occurrence, duration of specific flow <br />conditions, timing of flows, predictability of flows of a defined <br />magnitude, and rate of flow change (Poff et al. 1997). If possible, it <br />would be ideal to mimic the natural hydrographwith streamflows high <br />enough to flood existing terraces (Stanford 1994). Although ecologically <br />sound, this strategy will have to take into account private lands that <br />are occupied by humans or used for agriculture would be flooded and could <br />result in loss of human lives or economic losses to agricultural crops. <br />Streamflows and habitat requirements for endangered Colorado River fishes <br />were described for the Green River (Tyus and Karp 1991), Yampa River <br />(Tyus and Karp 1989), and "15-mile reach" of the upper Colorado River <br />(Osmundson et al. 1995). <br /> <br />If increasing streamflows is not feasible in the Upper Basin because of <br />economic, political, or sociological constraints, then excavation of <br />existing terraces may be necessary so that the floodplain can be <br />inundated within the present streamflow regime. Field experiments to <br />evaluate increasing streamflows would probably preclude extremely high <br />releases and may have to be made incrementally to minimize flood hazards <br />to private agricultural areas or to ensure the safety of humans living on <br />floodplains. <br /> <br />Gore (1985) pointed out that substrate composition, critical to <br />macroinvertebrate abundance and diversity, can be easily manipulated <br />through streamflow management. He emphasized that "benthic <br />macroinvertebrates comprise a large and diverse faunal community in most <br />undisturbed running water ecosystems" and that benthic organisms provide <br />a critical pathway for energy transport and utilization within stream <br />ecosystems. An example of enhancement in a benthic invertebrate <br />community through establishment of a minimum flow from a hydroelectric <br />plant was described by Weisberg et al. (1990). <br /> <br />B. <br /> <br />Habitat Enhancement/Restoration. All enhancement or restoration <br />endeavors must be made through well designed experiments that will allow <br />a thorough evaluation using an adaptive management approach. Evaluation <br />of habitat enhancement includes the Recovery Program element of <br /> <br />30 <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />- <br /> <br />I <br /> <br />I <br />I <br /> <br />I <br /> <br />I <br />I <br />I <br /> <br />I <br />