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<br />'00 <br /> <br />w <br />.~ <br />Z'" <br />Qo<( 80 <br />....0: <br />..:w <br />0:> <br />....0 <br />Zo <br />Ww <br />~S 60 <br />0..: <br />0.... <br />zO <br />0.... <br />0:"- <br />6~ 40 <br />Wz <br />>w <br />~o <br />00: <br />"'w <br />!!lo.. <br />C1~ 20 <br /> <br /> <br />o <br />.~0 <br />.-li" <br />" <br /> <br />~?J.~'b <br /> <br />..' <br />~'1f' <br /> <br /> <br />..s.,~....?J. <br />.~ <br />.,v. <br /> <br />~i'"O-&' <br /> <br />#' <br />~O~ <br /> <br />,09 <br />~~'S' <br /> <br />~0 <br />~~V;; <br /> <br />Figure 10. Median percentages of dissolved iron in percentage of total. recoverable iron <br />concentrations in the upper Arkansas River, April 199O-March 1993. <br /> <br />42 percent at Leadville to a minimum of 3 percent at <br />Portland (fig. 10). The median total-recoverable <br />iron concentrations were largest during snowmelt <br />runoff and increased from 665 !,g/L at Leadville <br />to 4,600 !,g/L at Portland, an increase of almost <br />600 percent (fig. 9). Total-recoverable iron concentra- <br />tions were much smaller during the other three flow <br />regimes, and tbey were not substantially di fferent from <br />one another (fig. 9). The downstream increase in total- <br />recoverable iron concentrations during snowmelt <br />runoff probably was caused by the resuspension and <br />downstream transport of iron-enricbed fluvial sedi- <br />ment. The elevated streamflow during snowmelt <br />runoff has the largest potential effect on the resuspen- <br />sion and downstream transport of sediment. An <br />analysis of total-recoverable iron-load contributions <br />indicates that tributary contributions of iron typically <br />were small (<10 percent) compared to the main-stem <br />loads (table 9) with the exception of California Gulch, <br />Lake Fork above Halfmoon Creek, and Lake Creek <br />below Twin Lakes Reservoir. <br /> <br />Dissolved and total-recoverable iron concentra- <br />tions decreased significantly at the LMDT during the <br />post-treatment period, but concentrations at California <br />Gulch showed no significant change (table 10). <br /> <br />Nonpoint-source loading of iron to California Gulcb <br />from sources otber tban the Yak Tunnel probably <br />contributed a substantial amount of iron, which <br />negated the effects of the treatment plant. Iron concen- <br />trations at most main-stem Arkansas River sites were <br />not statistically different during the pre-treatment and <br />post-treatment periods (table 10). The results of the <br />statistical tests of pre-treatment and post-treatment <br />concentrations were not unexpected owing to the wide <br />distribution of iron-enriched mine tailings and the <br />ubiquitous nature of iron throughout the basin. <br />Chronic stream-water-quality standards for <br />dissolved and total-recoverable iron were exceeded <br />in many samples throughout the upper basin during <br />the study period (table II). There was no acute <br />standard for iron. Two samples collected at Granite <br />exceeded the chronic standard for dissolved iron <br />(300 !,g/L). The chronic total-recoverable iron <br />standard (1,000 !,g/L) was exceeded in about 7 percent <br />of the samples collected at Leadville. The percent <br />exceedance increased downstream to a maximum of <br />about 42 percent at Portland (table II). Most chronic <br />iron-standard exceedances occurred during snowmelt <br />runoff. <br /> <br />24 W8t8r-Qu8l1ly Assessment 01 the Arkansas River Basin, Southeastern Colorado, 1991l-93 <br />