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<br />~ <br /> <br />I <br />:j <br /> <br />NA U Sand Bar Studies <br /> <br />Final Report <br /> <br />The possibility that a shorter duration and lower magnitude release than the 1996 Controlled <br /> <br /> <br />Flood (i,e" a non-spill release) could achieve some level of sediment conservation was of interest to <br /> <br /> <br />the Glen Canyon Dam adaptive management program. Discharge beyond the 940 m3/s (33,200 <br /> <br /> <br />ft3/s) power plant capacity requires use of the river outlet works (V,S. Department ofInterior, 1995), <br /> <br /> <br />Water and power interests in the adaptive management program were concerned about the loss of <br /> <br /> <br />power revenues and water storage, which increased the overall cost of the 1996 experiment <br /> <br /> <br />(Harpman, 1999), If similar results could be achieved without bypassing the power plant, the cost <br /> <br /> <br />would be considerably lowered and increased flexibility in implementing sediment-conserving dam <br /> <br /> <br />operations would be realized, <br /> <br />" <br /> <br />;: <br /> <br />'. <br />.:: <br /> <br />The sediment supply is particularly limited in Marble Canyon (Topping et aI., 2000a), the 98-1an <br /> <br /> <br />reach between the Paria and Little Colorado Rivers, because of intermittent sediment delivery from <br /> <br /> <br />the Paria River and proximity to Glen Canyon Dam (Fig, I), Flooding on the Paria River in August <br /> <br /> <br />and September 1997, significantly replenished sand in the Colorado River downstream from the <br /> <br /> <br />confluence, Shortly after the sediment input, the adaptive management program recommended that a <br /> <br /> <br />short-duration, power plant capacity test flow be released from Glen Canyon Dam, Termed the 1997 <br /> <br /> <br />Test Flow, the release occurred beginning November 3, 1997, and consisted of a constant flow of <br /> <br /> <br />878 m3/s (31,000 ft3/s) for 48 hours, <br /> <br /> <br />In this report, we evaluate the accumulation and transport of Paria River-supplied sand in the <br /> <br /> <br />Colorado River ecosystem and the effectiveness of the 1997 Test Flow at redistributing sand to the <br /> <br /> <br />channel margins, The focus of the report is the reach of Marble Canyon below the Paria River, a <br /> <br /> <br />portion of the ecosystem between river miles 1-61 (Ian 2-100), We used a combination of repeat <br /> <br /> <br />topographic and hydrographic surveys, suspended sediment and grain size measurements, and model <br /> <br /> <br />estimates of sediment inputs, Determining the distribution of sand added to the Colorado River <br /> <br /> <br />ecosystem and understanding the rates of downstream redistribution of that sand are important for <br /> <br /> <br />planning the timing, magnitude, and duration of dam releases intended for bar restoration purposes, <br /> <br />.~ <br />".t: <br />...~ <br />~t <br />" <br />,. <br />'f;.' <br /> <br />;',- <br /> <br />(< <br />I~' <br />., <br />.. <br />Ot:: <br />;-:; <br /> <br />" <br />(" <br /> <br />;..; <br /> <br />~~ <br />~:i <br />.~ <br /> <br />.....~. <br />"':<:. <br /> <br />.. <br />\i <br />'.' <br />)... <br />5 <br /><I <br />" <br /> <br />PREVIOUS STUDIES <br /> <br />The Colorado River in Marble and Grand Canyons flows through a deeply incised channel <br />confined by bedrock and talus, Channel width is controlled by the erodibility of the bedrock exposed <br />at river level (Howard and Dolan, 1981; Schmidt and Graf, 1990; Melis, 1997), Transport and <br />deposition of fine-grained sediment in the channel is associated with a repeating pattern of long, low <br /> <br />6 <br /> <br />I <br />