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Last modified
1/26/2010 12:53:19 PM
Creation date
10/12/2006 12:05:14 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8062
Description
Federal Reserved Water Rights
State
CO
Basin
Statewide
Date
9/1/1979
Author
R Barry Nehring
Title
Evaluation of Instream Flow Methods and Determination of Water Quantity Needs for Streams in the State of Colorado - September 1979
Water Supply Pro - Doc Type
Report/Study
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<br />12 <br /> <br />Table 5. }linim~m [low recommendation using the multiple transect (R-2 Cross) method.3 <br /> <br />Stream <br />name <br /> <br />Cache la Poudre R.o <br />Little S. For~ <br />Av. <br /> <br />Carnero Creek, <br />South Fork <br /> <br />Av. <br /> <br />Cuch.3ras <br />River <br /> <br />Av. <br /> <br />Cunningham <br />Creek <br /> <br />Av. <br /> <br />East River <br /> <br />Av. <br /> <br />Fryingpan River I <br />(Taylor Creek) <br /> <br />Av. <br /> <br />Fryingpan Rlvp.r II <br />(Seven C.J.stles) <br /> <br />Av. <br /> <br />Fry ingpan R1 ver. <br />:-Jorth Fork <br /> <br />Av. <br /> <br />Fryingpan River, <br />South Fork <br /> <br />Av. <br /> <br />Gunnison River. <br />Lake Fork <br /> <br />Av. <br /> <br />CuI. <br />flow <br />(ds) <br /> <br />15.7 <br />15.7 <br /> <br />1.7 <br />1.7 <br />1.7 <br /> <br />7.9 <br />7.9 <br />7.9 <br /> <br />18.0 <br />0.9 <br />18.0 <br /> <br />76.5 <br />76.5 <br /> <br />251. 0 <br />75.2 <br />255.0 <br />251. 0 <br />241. 0 <br />75.2 <br /> <br />75.2 <br /> <br />75.2 <br />75.2 <br /> <br />8.6 <br />8.6 <br />8.6 <br />8.6 <br /> <br />11.3 <br />11. 3 <br />11. 3 <br /> <br />6R,3 <br />68.3 <br />68.3 <br /> <br />Recom. <br />flo.... <br />(cfs) <br /> <br />21., <br />10.7 <br />lb. 1 <br /> <br />1.3 <br />1.2 <br />2,9 <br />1.8 <br /> <br />4.4 <br />2.8 <br />5.5 <br />4.2 <br /> <br />4.5 <br />5.6 <br />2.3 <br />4.1 <br /> <br />6J.2 <br />37.7 <br />50.5 <br /> <br />61. 0 <br />63.7 <br />53.8 <br />33.8 <br />51. 1 <br />56.3 <br />53.3 <br /> <br />60.5 <br /> <br />76.7 <br />'-9.9 <br />62., <br /> <br />3.6 <br />5.5 <br />6.1 <br />3.8 <br />4.8 <br /> <br />5.0 <br />5.' <br />5 " <br />5.2 <br /> <br />45.4 <br />39.3 <br />72.4 <br />52.4 <br /> <br />x- <br />See. <br />no. <br /> <br />Av. <br />veloc- <br />ity <br />(ft/see) <br /> <br />1 <br />3 <br /> <br />1.88 <br />0.48 <br />T:ls <br /> <br />0.61 <br />0.30 <br />2.82 <br />1. 20 <br /> <br />1. 79 <br />0.99 <br />1.07 <br />1. 28 <br /> <br />0.97 <br />3.76 <br />1. 54 <br />2.09 <br /> <br />0.85 <br />0.31 <br />Q.'83 <br /> <br />1.,3 <br />1.60 <br />1. )4 <br />J. 31 <br />1. 72 <br />1.07 <br />T:4i <br /> <br />Av. <br />dl'ptl1 <br />(ft) <br /> <br />0.60 <br />0.69 <br />0.65 <br /> <br />0.2-'1 <br />0.69 <br />0.20 <br />0:38 <br /> <br />0.21 <br />l1.26 <br />0.46 <br />0.31 <br /> <br />0.39 <br />0.16 <br />0.16 <br />0.24 <br /> <br />Q.70 <br />D.el <br />O. i6 <br /> <br />0.61 <br />0.60 <br />0.63 <br />0.6" <br />1. 00 <br />1. 20 <br />0.79 <br /> <br />0.60 <br /> <br />0.60 <br />0.90 <br />0.70 <br /> <br />0.,0 <br />9...~4 <br />0.46 <br />0.20 <br />0.38 <br /> <br />0.10 <br />0.b7 <br />0.44 <br />0.4U <br /> <br />0.60 <br />0.77 <br />0.66 <br />1.6Y <br /> <br />Percent <br />wetted <br />peri- <br />meter <br /> <br />Transect <br />description <br /> <br />,I <br />T7 <br />59 <br />86 <br />57 <br />29. <br />64 <br />55 <br />61 <br />74 <br />63 <br />78 <br />58 <br />61 <br />66 <br />96 <br />67 <br />82 <br /> <br />CriticaL riffle <br />Pools <br /> <br />Pool & critical riffle <br />Pool (standing) <br />Critical riffle & run <br /> <br />Critical riffle <br />Lip of rapids <br />Deep fast pool <br /> <br />Deep pool <br />Critical riffle <br />Critical riffle <br /> <br />Criticai r if f1~ <br />Critical riffle ~ run <br /> <br />1 <br />2 <br />3 <br /> <br />1 <br />4 <br />7 <br /> <br />2 <br />4 <br />4 <br /> <br />5 <br />6 <br /> <br />1 <br />1 <br />2 <br />3 <br />4 <br />4 <br /> <br />1 <br /> <br />1.1) <br /> <br />91 <br />80 <br />74 <br />57 <br />29. <br />70 <br />70 <br />88 <br /> <br />CrltiC~11 riffle <br />Critical riffle <br />Deep riffle [. run <br />Shalla.... run & riffle <br />Deep run <br />Deep run <br /> <br />2 <br />3 <br /> <br />1. 36 <br />0.77 <br />1.09 <br /> <br />0.34 <br />1.13 <br />0.65 <br />1.18 <br />0.83 <br /> <br />1.03 <br />0.36 <br />0.60 <br />0.66 <br /> <br />1.21 <br />1.47 <br />2.40 <br />1.69 <br /> <br />Critical riffle - sprlwning <br />beds <br />Spa'Jl\ing riffLe <br />Spawning riffle & deep run <br /> <br />93 <br />86 <br />89 <br /> <br />85 <br />40 <br />75 <br />52 <br />63 <br /> <br />61 <br />68 <br />58 <br />62 <br /> <br />95 <br />~ <br />70 <br />73 <br /> <br />Pool <br />Deep run & riffle <br />510.... run <br />Crit ieal r lffle <br />(Atypical) <br /> <br />Wide critical riffle <br />Pool and run <br />Deep pool and run <br /> <br />Critical rifflL! <br />Riffle [. deep rlln <br />Fast run <br /> <br />3 <br />, <br />5 <br />6 <br /> <br />1 <br />2 <br />4 <br /> <br />1 <br />3 <br />5 <br /> <br />------------------------------------------------------------------------------------------------- <br /> <br />BUnucrlincd figLJre indiC'.ates tho:! p."l[".1.meter that was conside.red the limltin~ factor. <br />
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