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Durango Exhibit 7: Report on the Design, Functionality, and Physical Characteristics of the Durango Boating Park
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Durango Exhibit 7: Report on the Design, Functionality, and Physical Characteristics of the Durango Boating Park
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Last modified
7/30/2010 10:22:05 AM
Creation date
7/29/2010 3:21:52 PM
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Water Supply Protection
Description
Durango RICD
State
CO
Basin
San Juan/Dolores
Water Division
7
Date
1/1/3000
Author
Recreational Engineering and Planning, Gary M. Lacy
Title
Durango Exhibit 7: Report on the Design, Functionality, and Physical Characteristics of the Durango Boating Park
Water Supply Pro - Doc Type
Court Documents
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accommodate the specified flow regime and provide for the City's intended usages at each <br />site. <br />Figure 16 shows the suggested flow regime for the upper part of the course in comparison <br />to the 40` percentile flow for the upper part of the reach: <br />Recommended Flow Rates <br />3,000 <br />2,500 <br />2,000 <br />1,500 <br />1,000 <br />500 <br />0 <br />25 -Oct 14 -Dec 2 -Feb 24 -Mar 13 -May 2 -Jul 21 -Aug 10 -Oct 29 -Nov 18 -Jan <br />+40th Percentile flow —*--Recommended flows Upper <br />Figure 16. The proposed flow regime at the upper structures in the Boating Park. <br />9 -Mar <br />This Figure shows that the proposed flow regime is less than the 40" percentile flow as <br />recommended by the CWCB. The flows necessary for the upper part of the Boating Park <br />and the intended uses at these Structures, as shown in Table 1, are generally greater during <br />high flows than those for the lower part of the Boating Park. The suggested flows for the <br />lower part flows are shown in comparison to the 40` percentile flow at this site in Figure 17: <br />Mi <br />
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