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<br />0 <br />c:) Table 4.2, <br />{') <br />('-"'~ <br />C..l Table 4.3. <br />rv <br /> Table 4.4. <br /> Table 4.5. <br /> Table 4.6. <br /> Table 4.7. <br /> Table 4.8. <br /> Table 4,9. <br /> Table 4.10. <br /> Table 4.11. <br /> <br />Summary of research flows for the pre-dam and research periods, <br />San Juan River near Bluff, Utah. ..',.......,.,......,.,.'.....'...., 4 - 3 <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Summary of research flows for the research period, San Juan River <br />at Four Corners, New Mexico. ,..,....,."....',...,...,.,.',....". 4 - 4 <br /> <br />Bankfull discharge from HEC-RAS modeling of four 0,25 mile (rili) <br />reaches in the San Juan River between River Mile (RM) 133 and RM 174. ... 4 - 14 <br /> <br />Summary of cobble movement at surveyed cross-sections <br />with hydrographic conditions. . . . . . . . . . . . . . . . , . , , . . . . . .'. . . . . . . . ' . . , , 4 - 16 <br /> <br />Summary of depth of open interstitial space in cobble bars. .......,.,..,. 4 - 17 <br /> <br />Boundary shear stress conditions at various flow rates <br />for four modeled reaches. ..,............,.......,......,......,., 4 - 19 <br /> <br />Flows required to meet critical shear stress conditionl? <br />for cobble transport. . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . , . . . . , . , , . , . 4 - 19 <br /> <br />Sediment concentrations (parts per million (ppm)) <br />used in HEC-6 simulations. .,...........................,......... 4 - 27 <br /> <br />Summary of HEC-6 modeling results for Montezuma Creek site. ,...,..... 4 - 27 <br /> <br />A comparison of significant correlations (~=0.05) <br />between the hydrologic parameters investigated <br />for antecedent conditions relative to backwater surface areas. ............ 4 - 31 <br /> <br />Table 4.12, The coefficient of determination expressed as r2 <br />and their associated p values for backwater habitat area <br />normalized to 1,000 cfs compared with various antecedent <br />hydrologic conditions. .,..................................,....,. 4 - 31 <br /> <br />Table 4.13. The mean and standard deviations for chemical, physical, <br />and biological parameters sampled in backwaters <br />during August 1995, 1996, and 1997 in the San Juan River. ....... , . . , . . . 4 - 33 <br /> <br />Table 4.14. Number of young-of-the-year (yay) and juvenile wild Colorado pike minnow <br />collected annually from 1987 to 1996 in the San Juan River <br />during monitoring studies. .................................,....., 4 - 41 <br /> <br />Table 4.15. Habitat sele.ction for radio-tagged Colorado pikeminnow <br />in the San Juan River, 1993 to 1994. . .. . . . . . . , . . . . . . . , . . . . . , . . . , . . . . 4 - 46 <br /> <br />Table 4.16. Calculated selection for radio-tagged razorback sucker <br />in the San Juan River, 1994 to 1997. . . , . . . , . , . . . . . . . . . . , . , . . . , . . , . . , 4 - 50 <br /> <br />SJRIP Biol09Y Committee <br />February 1999 <br /> <br />T-4 <br /> <br />Table of Confents <br />Fiow Report <br />