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Last modified
1/26/2010 2:58:07 PM
Creation date
10/12/2006 4:15:05 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8170
Description
Arkansas Basin Water Quality Issues
State
CO
Basin
Arkansas
Water Division
2
Date
1/1/1998
Author
USGS
Title
Water-Quality Assessment of the Arkansas River Basin - Southeastern Colorado - 1990-93
Water Supply Pro - Doc Type
Report/Study
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<br />probably was due to dilution by Lake Creek and <br />increased partitioning to the particulate phase. <br />Dissolved-cadmium concentrations increased at <br />Buena Vista. Dissolved-cadmium concentrations <br />typically were highest during early-snowmelt runoff <br />(fig. 6). During early-snowmelt runoff and snowmelt <br />runoff, median total-recoverable cadmium concentra- <br />tions increased substantially between Leadville and <br />Malta (fig. 6) but were subsequently diluted by inflow <br />from Twin Lakes (fig. I). The median total-recover- <br />able cadmium concentration during snowmelt runoff <br />increased downstream from Buena Vista to a <br />maximum of 2.5 J.Ig/L at Parkdale. The downstream <br />increase probably was caused by the resuspension of <br />trace-element-laden sediment during high streamflow. <br />Three cbaracteristics of main-stem and tributary <br />cadmium concentrations support this conclusion. First, <br />total-recoverable cadmium concentrations increased <br />and dissolved-cadmium concentrations decreased <br />downstream from Buena Vista, thus indicating that <br />particulate cadmium concentrations increased. <br />Second, concentrations of total-recoverable cadmium <br />in the tributaries downstream from Buena Vista were <br />smaller than those in the main stem (Dash and Ortiz, <br />1996), thus indicating that the increase in main-stem <br /> <br />concentrations of total-recoverable cadmium prob- <br />ably was not caused by tributary inflow. Third, <br />Kimball and others (1995) stated that resuspension of <br />colloids in the main stem of the river is a "likely <br />source of colloidal iron load during runof!" and that <br />cadmium, copper, lead, and zinc all occur in substan- <br />tial concentrations in the iron colloids. These charac- <br />teristics also support measured increases in other total- <br />recoverable metal concentrations during the high-flow <br />condi tions of snowmelt runoff. <br />Cadmium concentrations decreased signifi- <br />cantly at several sites after the mine-drainage <br />treatment plants came on line at the LMDT and <br />Yak Tunnel (California Gulch) (table 4). The median <br />dissolved-cadmium concentration in the effluent from <br />the LMDT and the Yak Tunnel (via California Gulch) <br />decreased from 12 to 0.3 J.Ig/L and from 48 to <br />5.2 J.Ig/L, respectively (table 4). Post-treatment <br />(April 1992-March 1993) dissolved-cadmium <br />concentrations also decreased significantly (p:>0.05) at <br />Leadville, Malta, Granite, Buena Vista, and Nathrop <br />(table 4). Post-treatment total-recoverable cadmium <br />concentrations decreased significantly during post- <br />treatment at the LMDT and at California Gulch <br />(table 4). <br /> <br />Table 4. Results 01 Wilcoxon rank-sum test (Hailed) of pre-treatment (April 199Q--March 1992) and post-treatment <br />(April 1992-March 1993) inslanlaneous streamflow and cadmium concentrations at selected sites in the upper <br />Arkansas River Basin <br /> <br />[ftJ/s. cubic feet per second; )J.gfL, micrograms per liter; <, less than; S,less than or equal to; --, tcst nor performed; NA. not applicable] <br /> <br /> Streamflow Dissolved cadmium Total-recoverable <br /> cadmium <br /> Site name Pre-/post- Pre-/post- Pre-/post- <br /> (see tsble 1) treatment p-yslue treatment treatment <br /> median 1 medl.n' p-value median' p-vslue <br /> (!t3/a) (~g/L) (~g/L) <br />Leadville Mine Drainage Tunnel 2.3/2.4 0.38 . .: '. 1210.3,. . <0.01 18.~<1 <0.01 <br />California Gulch 1.8/1.8 .50 .48/5.2 .' <.01 ., '62/10 <.01 <br />Leadville 70/58 .50 . . .':.O,s/oj <.01 j NA <br />Malta 99/134 .35 . ... <:1.210.5 <.01 -- 2 NA <br />Granite 277/470 .45 .': (l.45/0.20 .02 -- 2 NA <br />Buena Vista 400/462 .45 ...0.410:3. <.01 2 NA <br />N alhrop 5631717 .45 od./<o.i .01 -- 2 NA <br />Wellsville ...,.. 2 <br /> 524/742 .38 0.1/<0.1 .24 n NA <br />Park dale 582/843 .41 2 NA -- 2 NA <br />Portland 512/800 .18 -- 2 NA -- 2 NA <br />I Significant differences (p:sO.05) are shaded. <br />2Test not perfonncd because more than 50 percent of the data were less than the reporting level. <br /> <br />18 Water-Quality AalieSament 01 the Arkansss RIver Besln, Southeastern Colorado, 1991Hl3 <br />
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