Laserfiche WebLink
regimes and consists of two modeling components. The hydraulic component is a series of one - <br />dimensional cross - sections that are linked to produce a series of rectangular cells that form a <br />grid. Mean depth and velocity conditions are calculated for each cell for a given flow. The <br />biological component is a set of suitability index curves for depth and velocity criteria that are <br />used to rate micro - habitat suitability for each cell in the cross - sectional grid. Habitat availability <br />is measured by an index called weighted useable area (WUA) 1, the summation of cell areas <br />weighted by its suitability index. When plotted versus discharge WUA typically peaks at a <br />single flow that is considered the flow that maximizes habitat. Please see Appendix E for more <br />information on the PHAB SIM Methodology. <br />For this study, 7 one - dimensional cross - sections were linked to produce the series of rectangular <br />cells that formed the grid to estimate WUA. Mean depth and velocity conditions were calculated <br />for each cell at 4 different measured flows (100, 175, 325 and 450 cfs). Habitat suitability <br />criteria (HSC) were developed from the 2003 Riverine Fish Flow Investigation Study Report <br />(Federal Aid Project F- 289 -R6) written and performed by Richard Anderson, CDOW Aquatic <br />Researcher, and Gregory Stewart, Department of Geosciences Oregon State University2 (See <br />Appendix F). The basis for this study was a 1999 request from the CWCB for the CDOW to <br />provide biologically justified instream flow recommendations for the Yampa and Colorado <br />Rivers based on habitat and flow requirements for non - endangered native fish. Anderson and <br />Stewart used two — dimensional (213) modeling to develop habitat suitability criteria for bluehead <br />and flannelmouth suckers, two native species. Their methods and results are more fully <br />described in Anderson and Stewart (2003) and Stewart and Anderson (2005) and (2006). <br />The bluehead and flannelmouth sucker habitat suitability criteria were used to develop specific <br />hydraulic criteria that were incorporated into a PHABSIM/RHABSIM analysis.. Stewart and <br />Anderson determined that "Abundance of bluehead sucker was a reliable indicator for instream <br />flows and habitat maintenance for the native fish assemblage. In the Colorado, Gunnison and <br />Yampa Rivers bluehead sucker habitat peaked at flows of 600 to 1,200 cfs. This flow range also <br />resulted in high habitat diversity and high native fish biomass. Their assumption that flows that <br />maintained adequate bluehead sucker abundance (about 25% of fish over 15 cm) would also <br />maintain adequate flannelmouth sucker and roundtail chub habitat was validated by this study." <br />CDOW and BLM determined for this flow recommendation that the bluehead sucker would be <br />the primary indicator species for the biologically based instream flow recommendation with the <br />flannelmouth sucker being the secondary indicator species. The main reason for this is bluehead <br />sucker abundance is directly related to availability and quality of riffle habitats. The primary <br />objective of most cross section methodologies, including R2CROSS, is to maintain quality <br />riffles. Riffles are the most vulnerable habitat to dewatering and riffles are important for <br />invertebrate productivity. When riffle habitats are maintained there should be sufficient habitats <br />for perpetuating carrying capacity (biomass) and composition for all members of the native fish <br />assemblage (Nehring 1979). To verify the flow recommendations, CDOW and BLM compared <br />results from their PHABSIM/RHABSIM study with results using the R2CROSS Methodology <br />with standard criteria (see Appendix F). <br />' No Channel Material Indexes were used to quantify the WUA in this report. <br />2 See "Impacts of stream flow alterations on native fish abundance and native fish habitat and the use of native fish <br />population data to support instream flow recommendations made using a 2D instream flow methodology." <br />7 <br />