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Last modified
7/14/2009 5:01:46 PM
Creation date
5/20/2009 5:15:16 PM
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UCREFRP
UCREFRP Catalog Number
8021
Author
Bestgen, K. R. and J. M. Bundy
Title
Environmental Factors Affect Daily Increment Deposition and Otolith Growth in Young Colorado Squawfish
USFW Year
1998
USFW - Doc Type
Transactions of the American Fisheries Society
Copyright Material
YES
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<br /> OTOLITH MICROSTRUCTURE OF COLORADO SQUA WFISH 111 <br />........ <br />C\l <br />E 3.0 <br />E A <br />- Slow Kowth <br />0 <br />C/J 2.5 Fast Iowth <br />"0 <br />c: <br />to <br />C/J <br />:J 2.0 <br />0 <br />J:: <br />:t::... <br />...J 1.5 <br />I- <br />J:: <br />C/J <br />~ 1.0 <br />to <br />:J <br />C" <br />C/J <br />0 0.5 <br />"0 <br />to <br />.... <br />0 <br />(5 0 <br />0 0 20 40 60 80 100 120 <br /> Age (days posthatch) <br /> <br /> <br />FIGURE 2,-Regressions of squared Colorado squawfish total length (TL) as a function of age (days posthatch) <br />for fish in slow- and fast-growth treatments. For the slow-growth treatment, TL2 = 35.392 + 8.06(age); r2 = 0.94; <br />N = 40; SE of intercept = 23,952; SE of slope = 0.328. For the fast-growth treatment, TL2 = -186,73 + <br />22,64(age); r2 = 0.95; N = 24; SE of intercept = 57.003; SE of slope = 1.019. <br /> <br /> 700 <br />........ Slow Kowth A <br />C\l <br />:::t 600 <br />- <br />0 Fast Iowth <br />C/J <br />"0 500 <br />c: <br />to <br />C/J <br />:J <br />0 400 <br />J:: <br />:t::... <br />.... <br />Q) 300 <br />+-' <br />Q) <br />E <br />.!2 200 <br />"0 <br />C/J <br />:J <br />"0.. 100 <br />to <br />...J <br /> 0 <br /> 0 20 40 60 80 100 120 <br /> Age (days posthatch) <br /> <br /> <br />FIGURE 3.-Regressions of squared lapillus diameter (LD, fLm) as a function of Colorado squawfish age (days <br />posthatch) for fish in slow- and fast-growth treatments. For the slow-growth treatment, LD2 = 17,715 + <br />3,024.1(age); y2 = 0,94; N = 40; SE of intercept = 9,604; SE of slope = 129. For the fast-growth treatment, LD2 <br />= -25,734.3 + 5,409.6(age); r2 = 0.98; N = 24; SE of intercept = 9,228; SE of slope = 162. <br />
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