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<br />18 <br /> <br />Table 6. Minimum flow determinations using the Incremental (IFCl,) Method (contInued). a <br /> <br />Tran- <br />sect <br />Stream name no. <br /> <br />Sangre de Cristo Creek, 1 <br />(1-20 ft width 2 <br />~lassification) 3 <br />4 <br />5 <br />6 <br />7 <br />8 <br /> <br />Av. <br /> <br />South Platte River <br /> <br />St. Louis Creek <br />(21-40 ft width <br />class1 fica tion) <br /> <br />Av. <br /> <br />WilliamS Fork River I, <br />(below Kinney Creek) <br />(greater than 60-100 <br />ft width classi- <br />fication) <br /> <br />Av. <br /> <br />\Jilliams Fork River II. 1 <br />(Ute Creek confluence) 2 <br />(41-60 ft width <br />c lassific:ation) <br /> <br />Av. <br /> <br />WilliamS Fork River <br />(Grand Av.) Av. <br /> <br />Av. <br />depth <br />(ft) <br /> <br />0.20 <br />0.39 <br />0.46 <br />0.64 <br />0.21 <br />0.40 <br />0.24 <br />0.21 <br />0.34 <br /> <br />Av. <br />veloc- <br />Ity <br />(ftlsee) <br /> <br />0.98 <br />0.35 <br />0.30 <br />0.16 <br />1.32 <br />0.50 <br />0.50 <br />0.98 <br />0.64 <br /> <br />Recom. <br />flow <br />(ds) <br /> <br />2.0 <br />2.0 <br />2.0 <br />1.0 <br />5.0 <br />3.5 <br />2.0 <br />5.0 <br />2.8 <br /> <br />No increrne :31 analysis <br /> <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br /> <br />0.47 <br />0.74 <br />0.40 <br />0.40 <br />0.40 <br />0.40 <br />0.41 <br />0.46 <br /> <br />0.50 <br />0.50 <br />1.18 <br />0.92 <br />1.04 <br />0.58 <br />0.50 <br />0.75 <br /> <br />1. 34 <br />0.93 <br />0.69 <br />1.53 <br /> <br />1. 30 <br />1. 29 <br />1.18 <br /> <br />0.75 <br />0.85 <br /> <br />0.80 <br /> <br />1.09 <br /> <br />10.0 <br />12.6 <br />12.3 <br />8.4 <br />6.1 <br />5.0 <br />7.9 <br />9.0 <br /> <br />80.0 <br />40.0 <br />30.0 <br />57.0 <br /> <br />54.0 <br />38.0 <br />49.8 <br /> <br />30.0 <br />30.0 <br /> <br />30.0 <br /> <br />44.9 <br /> <br />Transect <br />descriptions <br /> <br />Critical riffle <br />Tail of pool and run <br />Deep still pool <br />Head of pool (deep) <br />Critical riffle <br />Riffle and run <br />Shallow run <br />Riffle and run <br /> <br />Run and riffle <br />Deep pool and run <br />Deep fast run and pool <br />Deep fast run <br />Deep ~a5t "fun <br />pool and riffle <br />Pool and riffle <br /> <br />Critical rUfle <br />Rif fle and run <br />Deep run and riffle <br />Deep fast run and <br />riffle <br />Critical riffle ;md run <br />Critil:al riffle <br /> <br />Deep fast run and pools <br />Deep fast run and pools <br /> <br />aUnderlined figure indicates the parameter that first became limiting or co-limiting. <br /> <br />1 <br />2 <br />3 <br />4 <br /> <br />0.56 <br />0.67 <br />1.17 <br />0.60 <br /> <br />0.60 <br />0.60 <br />0.70 <br /> <br />5 <br />6 <br /> <br />0.81 <br />0.83. <br /> <br />0.82 <br /> <br />0.73 <br />