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CWCB San Miguel PHS Final
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CWCB San Miguel PHS Final
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Last modified
4/15/2016 11:39:23 PM
Creation date
8/23/2011 9:03:15 AM
Metadata
Fields
Template:
Instream Flow Appropriations
Case Number
11CW0129
Stream Name
San Miguel River
Watershed
San Miguel
Water Division
4
Water District
60
County
Montrose
Instream Flow App - Doc Type
ISF INV - Hearing
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Transect 1 was located within a typical riffle section and was used in a standard R2CROSS <br />analysis. The modeling results from these efforts are within the confidence interval produced by <br />the R2CROSS model (see Table 1). <br />Biological Flow Recommendation <br />CDOW and BLM staff, using a combination of PHABSIM/RHABSIM and R2CROSS <br />methodologies, developed the proposed instream flow recommendations for the San Miguel <br />River (see Appendix H for copies of the hydraulic modeling data). Board staff relied upon the <br />biological expertise of the cooperating agencies to interpret the output from the <br />PHABSIM/ RHABSIM and R2CROSS Methodologies to develop the initial, biologic instream <br />flow recommendations. <br />These initial recommendations are designed to address the unique biologic requirements of each <br />stream without regard to water availability. In addition to the criteria developed using the <br />PHABSIM Methodology and RHABSIM Software, the three standard instream flow hydraulic <br />parameters used in R2CROSS (average depth, percent wetted perimeter and average velocity) <br />were also used to calculate and predict the biologic instream flow recommendations (see Table 1 <br />Below). <br />For this segment of stream, several data sets were collected with the results shown in Table 1 <br />below. Table 1 shows who collected the data (Party), the measured discharge at the time of the <br />surveys (Q), the accuracy range of the predicted flows based on Manning's Equation (240% and <br />40% of Q), the method used, the summer flow recommendation based on meeting 3 of 3 <br />hydraulic criteria and the winter flow recommendation based upon 2 of 3 hydraulic criteria. <br />Table 1: Data <br />Party <br />Measured Q's <br />250 % -40% <br />Method <br />Summer (3/3) <br />Winter (2/3) <br />PHABSIM <br />500 (Bluehead) <br />DOW & BLM <br />450, 325, 175, 100 <br />1125-40 <br />/ <br />325 (Flannelmouth)� 3 <br />- -- <br />RHABS IM <br />DOW & BLM <br />450, 325, 175, 100 <br />1125-40 <br />l <br />650 <br />115 <br />ard <br />Standard <br />DOW = Division of Wildlife; BLM = Bureau of Land Management <br />Biologic Flow Recommendation <br />The CDOW and BLM evaluated all of the data collected to date and determined that best flow <br />recommendation would come from using the results from a combination of methods. PHABSIM <br />is a widely accepted method for quantifying the suitable versus unsuitable hydraulic habitat <br />attributes of selected species and life stages as a function of discharge. R2CROSS is best suited <br />for identifying flows with specific hydraulic criteria across riffle type habitats. The State of <br />Colorado has used R2CROSS extensively in the past to appropriate instream flow water rights. <br />s The PHABSIM/RHABSIM analysis was used to only quantify the suitable versus unsuitable hydraulic habitat <br />attributes of bluehead and flannelmouth sucker adults as a function of discharge. Amounts shown reflect the <br />discharge which produced the maximum amount of useable habitat based on the measured mesohabitat types. <br />
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