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Report for Chaffe County's Buena Vista and Salida Boating Parks
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Report for Chaffe County's Buena Vista and Salida Boating Parks
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Last modified
2/23/2017 11:27:40 AM
Creation date
7/5/2012 11:29:50 AM
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Water Supply Protection
Description
Engineering Analysis and Design of River Facilities including Bed and Bank Modifications and Low Head Dams for River Parks, Salida, Buena Vista and Other Sites in Colorado
State
CO
Basin
Arkansas
Water Division
2
Date
6/10/2005
Author
ASCG INCORPORATED
Title
Professional Engineering Problems Recreational In-Channel Diversion (RICD) Application Support
Water Supply Pro - Doc Type
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low flow channel and part ofxhe high flow would be submerged. During run-offthe high flow <br />channel would create a larger, more usable hydraulic feature (a hydraulic jump or wave train), <br />and at extreme flood the river will overflow the shoulders of the structure. The downstream side <br />of these shoulders aze stepped to provide seating during normal flows and to prevent the <br />formation of dangerous hydraulics during extreme flooding. <br />� <br />Overtlow Channel <br />/ <br />IIighFlow Channel <br />� ` <br />Lo�v Flow Channel <br />Figure 4. The downstream view of the U-structure shows how it is designed to accommodate <br />vazying flow levels. <br />Lower Flows <br />Water at low flows will be controlled and diverted throughout the Boating Parks and will <br />not be wasted. The low flow rate for which the Boating Pazks were designed was based on basic <br />hydraulic formulas coupled with a working knowledge of this segment of the Arkansas River and <br />its chazacteristics. The structures and their elevation/configuration were designed to provide <br />depth for boating during low flows even when the whitewater wave features are not present. <br />Higher Flows <br />The primary purposes of the Salida and Buena Vista Boating Parks aze to provide a <br />recreation experience for tubers, rafters, canoers, kayakers and other boating enthusiasts. The <br />Boating Pazks on the Arkansas River aze designed to be a usable attraction for top level kayakers <br />and other boaters at flow rates of 1800 cfs and greater. Design of the structures in the Boating <br />Parks were based on basic hydraulic formulas coupled with a working knowledge ofthis <br />segment of the Arkansas River and its characteristics. At high flow rates, the waveforms, <br />hydraulics, eddies, and holes become more powerful and aze conducive to play-boating, slalom <br />boating, and squirt boating. The structures that will create these features are hydraulically and <br />structurally sound, with anchors into the bed and banks of the river made of large stone and <br />concrete and aze designed to withstand the rigors of high and flood flows. <br />-11- <br />
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