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San Juan River/Delores Division 7 Durango RICD 06CW09 Report on Design, Functionality
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San Juan River/Delores Division 7 Durango RICD 06CW09 Report on Design, Functionality
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Last modified
2/6/2015 3:48:31 PM
Creation date
11/10/2014 10:06:35 AM
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Template:
Water Supply Protection
File Number
06CW09
Description
Report on the Design, Functionality, and Physical Characteristics of the Durango Boating Park as it Relates to the RICD Application
State
CO
Basin
San Juan/Dolores
Water Division
7
Date
2/15/2006
Author
Recreation Engineering and Planning 485 Arapahoe Ave Boulder, CO 80302 Gary M. Lacy, P.E.
Title
Report on the Design, Functionality, and Physical Characteristics of the Durango Boating Park as it Relates to the RICD Application
Water Supply Pro - Doc Type
Report/Study
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passage and a usable hydraulic feature during typical low flows. During the mid -range flows <br />the low flow channel and part of the high flow channel would be submerged. During run- <br />off the high flow channel would create a larger, more usable hydraulic feature (a hydraulic <br />jump or wave train), and at extreme flood the river will overflow the shoulders of the <br />structure. The downstream side of these shoulders are stepped to provide seating during <br />normal flows and to prevent the formation of dangerous hydraulics during extreme flooding. <br />0%,crllow Channel <br />Fligh 'low Clianncl <br />Law Flow Channel <br />Figure 9. The upstream view of the U- structure shows how it is designed to accommodate <br />varying flow levels. <br />Low Flow <br />The low flow chute is designed to create depth and a defined riffle channel at <br />lower flows. This chute provides boat passage for numerous craft at lower <br />flows. Past experience has shown that depth of flow, capacity, and control <br />of the flows are well defined, at lower flows, by this channel. Figure 10, <br />shown below, is an example of a low flow channel with flow in it. <br />26 <br />
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