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<br />16 <br /> <br />Table 6. Minimum flow determinations using the Incremental (IFG4) Method.a <br /> <br />Stream name <br /> <br />Tran- <br />sect <br />no. <br /> <br />Av. <br />depth <br />(ft) <br /> <br />Av. <br />veloc- <br />ity <br />(ft/see) <br /> <br />Recom. <br />flow <br />(efs) <br /> <br />Transect <br />descriptions <br /> <br />Cache la poudre R.o <br />Little South Fork <br />(21-40 ft ~idth <br />classification) <br /> <br />Carnero Creek, <br />South Fork <br />(1-20 ft ....idth <br />classification) <br /> <br />CUchara9 River <br />(1-20 ft ....idth <br />classification) <br /> <br />Cunningham Creek <br />(1-20 ft width <br />class iHeae Ion) <br /> <br />East River <br />(60-100 ft ....idth <br />classification) <br /> <br />Fryingpan River i, <br />(Taylor Creek) <br />(60-100 ft width <br />classification) <br /> <br />Av. <br /> <br />Av. <br /> <br />Av. <br /> <br />Av. <br /> <br />Av. <br /> <br />1 <br />2 <br />3 <br />4 <br /> <br />0,42 <br />0..49 <br />0.87 <br />0.74 <br />0.63 <br /> <br />0.94 <br />0.75 <br />0.49 <br />0.50 <br />0.67 <br /> <br />1. 25 <br />0.11 <br />1. 21 <br />1.45 <br />0.45 <br />0.90 <br />0.80 <br />0.31 <br />0.81 <br /> <br />L10 <br />0.69 <br />1. 03 <br />1.50 <br />1. 34 <br />0.64 <br />0.47 <br />1.03 <br /> <br />1.00 <br />0.25 <br />0.38 <br />0.92 <br />0.52 <br />0.13 <br />0.17 <br /> <br />0,43 <br /> <br />1. 39 <br />1.13 <br />0.65 <br />0.56 <br />0.93 <br /> <br />10.0 <br />20.0 <br />20.0 <br />15.0 <br />16.3 <br /> <br />2.0 <br />0.5 <br />2.0 <br />3.0 <br />5.0 <br />2.0 <br />2.0 <br />2.0 <br />2.3 <br /> <br />5.0 <br />3.0 <br />3.0 <br />3.0 <br />5.0 <br />3.0 <br />2.0 <br />3.6 <br /> <br />8.0 <br />2.0 <br />2.0 <br />6.0 <br />4.0 <br />2.0 <br />2.0 <br /> <br />No incremental analysis <br /> <br />3.7 <br /> <br />1 <br />2 <br />3 <br />4 <br /> <br />0.57 <br />0.6J <br />0.68 <br />1.24 <br />0.78 <br /> <br />Critical riffle <br />Fast run <br />Slow riffle-pool <br />Slow riffle-pool <br /> <br />Cri.tical riffle <br />Deep pool <br />Riffle and fast run <br />Fast run <br />Riffle and run <br />Fast riffle <br />Slow riffle <br />Pool <br /> <br />Critical riffle <br />Riffle-run <br />Critical riffle <br />Lip of rapids <br />Deep fast run <br />Deep run <br />Deep pool <br /> <br />Riffle <br />Deep pool <br />Pool and run <br />Critical riffle <br />Riffle-run <br />Deep pool <br />Tail of pool - flow <br />control point <br /> <br />Critical riffle <br />Rif fie and run <br />Run and riffle <br />Deep fast run <br /> <br />3Underlined figure indicates the parameter that first became limiting or co-limiting. <br /> <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br /> <br />0.18 <br />0,57 <br />0.31 <br />0.22 <br />0.42 <br />0.26 <br />0.27 <br />0.42 <br />0,33 <br /> <br />1 <br />2 <br />J <br />4 <br />5 <br />6 <br />7 <br /> <br />0.26 <br />0.25 <br />0.22 <br />0.22 <br />0.27 <br />0.40 <br />0.41 <br />0.31 <br /> <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br /> <br />0.30 <br />0.78 <br />0.33 <br />0.26 <br />0.43 <br />1.18 <br />0.40 <br /> <br />0.52 <br /> <br />bO.O <br />60.0 <br />30.0 <br />40.0 <br />47.5 <br />