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1 <br />' The following describes Colorado River flows in relation to <br />the Preserve and then describes the Preserve wetland <br />hydrologic system. <br />(a) Colorado River Flows <br />' Yearly high flows occur in May and June and low flows <br />occur in winter. Flow records for the Colorado River <br />show a distinct pattern of cycles in flooding frequency <br />' and duration. These records also indicate a reduction <br />of flood frequency and duration since 1959, when dams <br />were constructed on the Upper Colorado River. The <br />' Preserve is currently flooded less frequently and for a <br />shorter duration than prior to 1959. <br />' The river overbank flows occur at 40,000 cfs (Table 1). <br />Previous to 1959, overbank flows occurred approximately <br />once every two years. After 1959, overbank flows occur <br />once approximately once every decade. It was <br />' determined by Cooper (1994) that only extremely high <br />snow packs coupled with warm springs will allow <br />flooding of the Preserve. <br /> <br /> <br />Table <br />1. River Elevations at <br />Certain <br />Flows. <br />-71 <br />River <br />River Flows at Cisco Gauge-30 <br />Miles Upstream Elevations Recorded at North <br />End of the Preserve <br />10,000 cfs 3,955 feet <br />20,000 cfs 3,958 <br />1 feet <br />30,000 cfs 3,961 feet <br />40,000 cfs 3,963 feet <br />' Duration of flooding has also been reduced since 1959. <br /> Duration of overbank flows averaged 10 to 15 days prior <br /> to 1959. Between the years of 1959 and 1982, not a <br />' single year had more than 5 days with flows of 40 ,000 <br /> cfs. Additionally, records show clusters of two or <br /> more years exceeding 40,000 cfs occurring once or twice <br /> a decade prior to 1959. A cluster of high water years <br />' has occurred only once since 1959. This occurred 1983 <br /> through 1985. <br />' Analysis of total annual flow volume showed that the <br /> years from 1959 to 1993 were not abnormally low. Thus <br /> flows were similar to earlier years, but without <br />' seasonal high flows (Cooper 1994). <br />I <br />16 <br />