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Professional Engineering Problems, Recreation Engineering and Planning
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Professional Engineering Problems, Recreation Engineering and Planning
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Last modified
2/15/2017 2:17:11 PM
Creation date
2/26/2013 11:06:14 AM
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Template:
Water Supply Protection
Description
Recreation In-Channel Diversion (RICD) Application Suuport
State
CO
Basin
Arkansas
Water Division
2
Date
6/10/2005
Author
Ms. Angeline C. Kinnaird
Title
Chaffee County's Buena Vista and Salida Boating Parks
Water Supply Pro - Doc Type
Report/Study
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Flood impacts <br />At flows above 1800 cfs the structures will continue to create a hydraulic and contain the <br />flow, but the play feature will become less significant until the structure will be overtopped. <br />When the structure is overtopped the feature will not affect the floodway and will not affect the <br />100 -year floodplain. These structures were designed at, or below, grade and mimic the natural <br />shape of the streambed. They do not significantly decrease the cross - sectional area of the <br />streambed at their location. Numerous HEC -RAS models of similar structures in similar rivers <br />have shown that. these structures do not create a flood hazard. <br />Similar Projects <br />Many of the conclusions reached in this report are based on past experiences at similar <br />- -- - projects. Similar modifications have been made at -a number of boating parks including Vail, - <br />Golden, Boulder, Gunnison and Salida. These existing designs verify several key claims made <br />by this report. <br />Primarily these courses verify the fact that these courses see increased use at increased <br />flow rates. Vail, Golden and Salida host major freestyle events during peak run -off season. <br />These events often attract thousands of spectators and have a significant effect on the local <br />community's economy. The courses also see vastly increased traffic at higher levels outside of <br />competition dates. This traffic is attributed to boaters and onlookers that are interested in the <br />more dynamic moves that are possible at higher flow rates. Furthermore the courses are used at <br />low flow for lower, mid -level and local boating. These boaters often sharpen their skills at these <br />lower flows. <br />Secondly, the existing courses verify the design functionality. In all of these courses the <br />flow is diverted and controlled to create desirable recreational in- stream features. The size, <br />power and definition of the features is also observed to increase at increased flow rates. <br />Lastly, these courses verify the viability of a whitewater/boating park. Whitewater sport <br />is one of the fastest growing sports in the country and events held at similar parks have <br />significant effects on the local economy. The benefits of a whitewater/boating park include not <br />only the increased flow of boaters to the area but an increased flow of tourists and spectators. <br />These parks provide a natural outdoor experience for the townspeople to enjoy in a picturesque <br />riverside environment. <br />Conclusions <br />-12- <br />
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