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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
Metadata
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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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r <br />i� <br />r <br />i <br />1 <br />1 <br />1 <br />1 <br />1 <br />i <br />1 <br />USGS 09362000 LIGHTNER CREEK NEAR DURANGO, CO, <br />2000 <br />r <br />c <br />0 <br />U <br />41 1500 <br />L <br />61 <br />a <br />d <br />•� 1000 <br />a <br />U <br />C <br />2 <br />O <br />4 500 <br />z <br />m <br />L <br />}i <br />V) <br />6 I <br />1928 1936 1932 1934 1936 1938 1948 1942 1944 1946 1948 1958 <br />Figure 3. Peak stream flows for Lightner Creek in Durango, CO (source: rwrww.L,Qs.nov. <br />gauge 09362000, period of record; 1927 - 1946). <br />One of the metrics used to analyze flows relates to the probability of exceedence. <br />For example, a 50% exceedence represents the chance, in any given year, that the <br />average flow will exceed a given flow rate. A plot of exceedence values throughout <br />the year are shown in Figure 4 for the reach of the Animas River located <br />downstream of Lightner Creek. This reach includes the proposed Boating Park. <br />9 <br />
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