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<br />e <br /> <br />e <br /> <br />!i <br /> <br /> <br />17 <br /> <br />Table 6. Minimum flow determinations using the Incremental (IFG4) ~Iethod (continued).a <br /> <br />Stream name <br /> <br />Fryingpan River II, <br />(Castle View) <br />(60-100 ft width <br />classification) <br /> <br />Fryingpan River, <br />North Fork <br />(21-40 ft width <br />classification) <br /> <br />Fryingpan River, <br />South Fork <br />(21-40 ft width <br />classification) <br /> <br />Gunnison River, <br />Lake Fork <br />(41-60 ft width <br />classification) <br /> <br />Huerfano River <br />(1-20 ft width <br />classification) <br /> <br />Rio Grande River, <br />South Fork <br />(41-60 ft width <br />classification) <br /> <br />Tran- <br />sect <br />no. <br /> <br />Av. <br /> <br />Av. <br /> <br />Av. <br /> <br />Av. <br /> <br />Av. <br /> <br />Av. <br /> <br />Av. <br />depth <br />(ft) <br /> <br />1 <br />2 <br />3 <br /> <br />0.88 <br />0.60 <br />0.78 <br /> <br />Av. <br />veloc- <br />ity <br />(ft/sec) <br /> <br />0.92 <br />0.93 <br />0.56 <br /> <br />0.80 <br /> <br />0.35 <br /> <br />0.94 <br />0.46 <br />0.49 <br />0.38 <br />0.95 <br />0.60 <br /> <br />1.36 <br />0.12 <br />0.40 <br />0.52 <br />0.94 <br />0:-67 <br /> <br />1.73 <br />0.66 <br />1:""09 <br />1.05 <br />1.31 <br />1.68 <br />1.25 <br /> <br />0.99 <br />0.91 <br />.9.98 <br />0.61 <br />0.64 <br />0.85 <br />0.67 <br />0.66 <br />0.79 <br /> <br />0.75 <br />1.06 <br />~~ <br />1.08 <br />1.09 <br />0.58 <br />0.93 <br /> <br />Recom. <br />flow <br />(ds) <br /> <br />100.0 <br />60.0 <br />30.0 <br /> <br />63.3 <br /> <br />3.1 <br /> <br />10.0 <br />10.0 <br />5.0 <br />5.0 <br />18.4 <br />8.5 <br /> <br />5.0 <br />3.0 <br />5.0 <br />5.0 <br />10.0 <br />5.6 <br /> <br />70.0 <br />30.0 <br />40.0 <br />40.0 <br />40.0 <br />70.0 <br />48.3 <br /> <br />5.0 <br />5.0 <br />5.0 <br />5.0 <br />5.0 <br />5.0 <br />5.0 <br />5.0 <br />5.0 <br /> <br />40.0 <br />42.2 <br />40.0 <br />40.0 <br />56.7 <br />30.0 <br />41. 5 <br /> <br />Transect <br />descriptions <br /> <br />Spawning rif fle <br />Riffle and run <br />Run and riffle <br /> <br />Pool + run (flow con- <br />trol point) <br />Riffle and run <br />Pool and run <br />Run <br />Run <br />Critical rif fle <br /> <br />Critical riffle <br />Pool <br />Pool <br />Run and pool <br />Run and riffle <br /> <br />C.ritical riffle <br />Run <br />Deep run and riffle <br />Pools and runs <br />fast run <br />Riffle and run <br /> <br />Critical riffle <br />Riffle <br />Riffle and run <br />Pool and run <br />Pool and run <br />Pool and run <br />Deep pool <br />Deep pool <br /> <br />Run and riffle <br />Deep run and riffle <br />Critical riffle <br />Critical riffle <br />Critical riffle <br />Run and riffle <br /> <br />---------------------------------------------------------------------------------------- <br /> <br />0.75 <br /> <br />1 <br /> <br />0.40 <br /> <br />aUndcrlincd figure indicates the parameter that first became limitin~ or co-limiting. <br /> <br />2 <br />3 <br />4 <br />5 <br />6 <br /> <br />0.42 <br />0.79 <br />0.41 <br />0.50 <br />0.40 <br />0.49 <br /> <br />0.12 <br />0.94 <br />0.65 <br />0.47 <br />0.48 <br />0.53 <br /> <br />1 <br />2 <br />3 <br />4 <br />5 <br /> <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br /> <br />0.61 <br />0.84 <br />0.84 <br />0.83 <br />0.67 <br />0.60 <br />0.73 <br /> <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br /> <br />0.30 <br />0.28 <br />0.36 <br />0.48 <br />0.54 <br />0.59 <br />0.58 <br />0.51 <br />0.46 <br /> <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br /> <br />0.60 <br />0.60 <br />0.65 <br />Q.,22. <br />0.60 <br />0.76 <br />0.63 <br />