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<br />Figure A3 - Hydraulic depth vs. river station (2- and 1 OO-)lE'ar peaks) <br /> <br />A4 <br /> <br />Figure A4a - Main channel velocity vs. river station (2-year peak) <br /> <br />A-5 <br /> <br />Figure A4b - Main channel velocity vs. river station (100-year peak). <br /> <br />.A-6 <br /> <br />Figure A5 - Main channel discharge vs. river statio~ (2- and 1 OO-year peaks) . <br /> <br />A7 <br /> <br />LIST OF PHOTOS <br /> <br />Photo 2.1 - View of braided portion of pmject area from Skyrocket Creek <br /> <br />.24 <br /> <br />Photo 2.2 - Braided portion of project area viewed looking upstream from <br />the end of the project. <br /> <br />.24 <br /> <br />Photo 2.3 - Uncompahgre River channell immediately upstream of project. <br /> <br />.2.5 <br /> <br />Photo 24 - Uncompahgre River channel 1.000 feet downstream of project. <br /> <br />.2.5 <br /> <br />Photo 2.5 - Typical bed material of the Uncompahgr'e River within <br />the project area. . . <br /> <br />.2.6 <br /> <br />Photo 2.6 - Boulders in Uncompahgre F:iver upstream of 7111 Avenue bridge <br />(3,000' upstream of 1I1e project) <br /> <br />.2.6 <br /> <br />Photo 2.7 - Current outlet of Skyrocket Creek channel at base of fan; <br />toe of fan has been excavated . <br /> <br />.2.7 <br /> <br />Photo 2.8 - Current outlet of Bridalveil Creek; toe of fan IS at Highway 550 <br /> <br />.2.7 <br /> <br />Photo 2.9 - Cascade Creek debris basin and outlet 10 Uncompahgre River. <br /> <br />.2.8 <br /> <br />Photo 2.10 - Portland Creek flume and confluence with Uncompahgre River. <br /> <br />.2.8 <br />