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..:° <br />a,. ~~ ~. <br />w ,. ~.~,: <br />'~~ ~.~ - <br />-'.. - ;~ <br />_ «. <br />~" _ `° <br />~ ~~. a <br />~lgi ~ - <br />d _ r r <br />.~~y~ ' ~ 6 ~ ~ ~~~ <br />Photograph of Dolores Rig er in Lone Dome State Wildlife Area beri~ een McPhee Darn and Bradfield Bridge. <br />shoeing reach that has been nai7o"ed tluongh importation of cobble as part of CDOW 1~3bitat impro~-ement project <br />(from CDOW, 2003). <br />Bradfield Bridge to San Miguel River <br />Downstream of Bradfield Bridge, the river steepens and enters the Dolores Canyon, a <br />deep carryon (up to 2300-ft. deep) with steep-sloped or stair-stepped canyon walls (CO DNR et <br />al., 1976). The reach from Bradfield Bridge to Disappointment Creels (a 41-mile reach ending <br />several miles upstream of the town of Sliclcrock) is the steepest reach downstream of McPhee <br />Dam, with an average gradient of 0.45% (24 ft/mile) (CO DNR et al., 1976). Marry segments of <br />the river in Dolores Carryon are likely bedrock-controlled. Although the river has some sinuosity <br />as it follows the entrenched meanders of the canyon walls, channel migration is limited due to <br />the narrow valley bottom. A median grain size (D50) of 222 mm (large cobble) was measured <br />near the Dove Creek pumping station in the late 1980s (USDI BLM, 1990). Below this location, <br />a dirt road parallels the river for about 11 mile. Tlus reach likely has a high sediment transport <br />capacity because of its confinement and steep gradient. Downstream of Disappointment Creek, <br />the river alternates between confined canyons and wide, structural valleys (CO DNR et al., <br />1976). Tlus portion of the Dolores River is characterized by both reduced gradients and <br />increased fine sediment loads (CO DNR et al., 1976), resulting in finer bed material than <br />upstream reaches. For example, a median grain size of 60 mm (large gravel) was recorded near <br />the confluence of Disappointment Creek in the late 1980s (USDI BLM, 1990); more recent data <br />are not available. Sediment inputs from the Disappointment Creek drainage are particularly high <br />and are discussed further below in the section on sediment dynamics. Below Disappointment <br />Creek, after a short (6 mi.) canyon section, the Dolores meanders with a low gradient through <br />Big Gypsum Valley, a broad valley that contributes minimal nuioff to the mainstem. Bed <br />substrates consist predominantly of siltsize materials, although the presence of coarser sediment <br />along exposed bars suggests that fiiung may have occurred in this reach due to reduced flows and <br />increased fine sediment supplies. From Big Gypsum Valley to Bedrock (a short distance <br />upstream of the San Miguel River confluence), the river flows through Slickrock Carryon, a <br />narrow canyon of highly sinuous, entrenched meanders flanked by steep sandstone cliffs, some <br />21 <br />