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Last modified
1/26/2010 2:51:54 PM
Creation date
10/12/2006 3:31:08 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8240.300.31.B
Description
San Juan River - FWS Flow Recommendations
Basin
San Juan/Dolores
Water Division
7
Date
2/1/1999
Author
Biology Committee
Title
Flow Recommendations for the San Juan River
Water Supply Pro - Doc Type
Report/Study
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<br />c) <br />lo"",:j <br />i',J <br /> <br />The model was completed with Input from the Bureau of Reclamation. Bureau of Indian Affairs, and <br />the states of New MexIco and Colorado. <br /> <br />, .\ <br /> <br />1-- <br />01 <br /> <br />Mimicry of the natural hydrograph is the foundation of the flow recommendation process for the San <br />Juan River. The !low recommendations require mimicry of statistical parameters of flow based on <br />flow/geomorphology/habitat linkages and the statistical variability of the pre-dam hydrology rather <br />than mimicry of each annual hydrograph. Therefore. the resulting flows will not mimic a natural <br />hydrograph in all years, but will mimic the variation and dynamic nature of the 6S-year record of the <br />San Juan River. <br /> <br />The hyctrograph recommendations are designed to meet the conditions required to develop and <br />maintain habitat for Colorado pikeminnow and razorback sucker and provide the necessary <br />hydrologic conditions for the various life stages of the endangered and other native fishes, The <br />conditions are listed in terms of flow magnitude. duration, and frequency during the spring runoff <br />period. Duration is determined as the number of days that the specified flow magnitude is equaled <br />or exceeded durin,g the spring runoff period of March I to July 31. Frequency is the average <br />recurrence of the conditions specified (magnitude and duration), expressed as a percent of the 65 <br />years of record analyzed (1929 to 1993), The underlying assumption in the fl()w conditions is that, <br />over a long period of time, history will repeat itself: if the conditions were met during the past 65 <br />years, they will also be met in the future. To the extent that the water supply is different in the future, <br />then the natural condition would also be altered and the conditions of rrii mi cry would be maintained, <br />although the exact flow recommendation statistics may not be met. <br /> <br />To allow for gage and modeling error and the difference between the flows at the historical gage at <br />Bluff. Utah, and the Four Corners gage. maximum allowable durations are computed for 97% of the <br />target flow rate. In most cases, the primary recommendation is for a specified flow rate (i,e", 10,000 <br />cubic feet per second (efs)) of a minimum duration (i,e., S days) for a specific frequency of <br />occurrence (i,e" 20% of the years), In addition to the primary recommendation, variability in <br />duration is desirable to mimic a natural hydrograph, Therefore, a frequency table for a range of <br />durations for each flow rate is recommended. A maximum duration between occurrences is also <br />specified to avoid long periods when conditions are not met, since such long periods could be <br />detrimental to the recovery of the species, The maximum period without reaching a specified <br />condition was determined as twice the average required interval (except for the 80% recurrence of <br />the 2.500 cfs condition. where 2 years is used), For example, if the average interval is I year in 3, <br />then the maximulll period between meeting conditions would be 6 years, The maximum periods <br />were based on the collective judgement of Biology Committee members after review of historical <br />pre-darn statistics. Following are the conditions specified: <br /> <br />A, <br /> <br />Category: <br /> <br />Flows> 10.000 cfs during runoff period (March I to Julv 31). <br /> <br />Duration: <br /> <br />A minimum of 5 days between March 1 and July 31. <br /> <br />SJRIP Biology Committee <br />February 1999 <br /> <br />S-5 <br /> <br />Executive Summary <br />Flow Report <br />
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