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Last modified
7/14/2009 5:02:34 PM
Creation date
5/20/2009 10:25:48 AM
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UCREFRP
UCREFRP Catalog Number
8274
Author
Pitlick, J. and R. Cress.
Title
Longitudinal Trends in Channel Characteristics of the Colorado River and Implications for Food-Web Dynamics.
USFW Year
2000.
USFW - Doc Type
Recovery Implementation Program Project 48-C,
Copyright Material
NO
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The individual measurements of bankfull width and depth are plotted on mile-by-mile basis in <br />Figures 20a and 20b (the complete data set, numbering 149 cross section measurements, is given <br />Table A-4). These data are further subdivided according to whether the cross section is located in <br />an alluvial or quasi-alluvial reach. In comparing adjacent reaches we note some differences in the <br />bankfull width and depth, but these differences are generally small and not statistically significant <br />(Cress, 1997). Note that the y-axes are again scaled in logarithmic units to facilitate comparison <br />with the previous data on slope and grain size. An exponential fit of the trend in bankfull width <br />gives a weak straight-line relation (R2 = 0.14) with a slope of 0.0016. A fit of the bankfull depth <br />data yields a moderately strong exponential relation (RZ = 0.50) with a slope of 0.0030. The <br />difference in exponents indicates that the bankfull depth increases downstream at about twice the <br />rate of the bankfull width. <br />400 <br />E <br />t 200 <br />100 <br />80 <br />m 60 <br />40 <br />a • <br />0 0 <br />0 <br />0 0 <br />0 00 00 • 0 • 000 0 <br />m 0• •• • 00 0 <br />0 0 o o 08 • 0 ---- • ?•eo 00 <br />ePQO--.-010.v 0 0 o, <br />- - 0,0 • • • •0 0 <br />------------- 0 • <br />• <br />-$0000 00 0 • ••• a • • 0 <br />00 1- 0c 9 • • 0 • <br />0 0 0 • <br />0 <br />0 0 o •• 0 •f• <br />• <br />w = 190`e0.0016x <br />R2 =0.14 <br />350 300 250 200 150 100 <br />10 <br />E <br />t <br />a <br />d <br />D <br />Y <br />C <br />to <br />m <br />1.0 <br />b <br /> • <br /> • <br /> 0 00 •• • <br /> • S <br /> 0 - <br />0 0 ••M <br />0 00 0 0 -- o• "" • •• <br />0?) o 00 <br />• <br />a0--. 0 00 • <br />D 0 <br />0 0 • <br />0 0 <br />0 <br />0 0 0 <br />00 0 <br />0 <br /> 0 <br />0 00866 •• • 0 00 <br />0 q 6. <br />oo,__ <br />-, _0 <br />0 CO •! • 0 <br />0 0 <br />0 <br />0 mo <br />0p 0 0 • <br />00 • 00 <br />0 0 <br />0 <br />h = 6.8'e0.0030x <br />R2 = 0.50 <br />350 300 250 200 150 100 <br />Distance Upstream from Green River Confluence (km) <br />Figure 20. Trends in (a) bankfull width and (b) depth of the Colorado River. Open circles indicate <br />cross sections in alluvial reaches; closed circles indicate cross sections in quasi-alluvial reaches. <br />31
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