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Last modified
7/14/2009 5:02:37 PM
Creation date
5/24/2009 7:30:28 AM
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UCREFRP
UCREFRP Catalog Number
9623
Author
Bails, J. B.
Title
Streamwater Quality at Selected Sites in the Fraser Basin, Grand County, Colorado, Water Years 1991-2000.
USFW Year
2003.
USFW - Doc Type
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Streamwater-Quality Results <br />associated inputs to the wastewater-treatment plants during <br />the ski season. With the onset of high flow at the end of the <br />ski season, loads decreased significantly. Chloride loading, <br />however, seems to more closely reflect streamflow condi- <br />tions. This scenario supports the concept that the source of <br />chloride in the river is a combination of a nonpoint source, <br />possibly from the salt and gravel applications on the road- <br />ways in the basin and discharges from the wastewater- <br />treatment plants. The reduction in loads during early spring <br />runoff is an indication that either most of the road salts are <br />removed during initial runoff or runoff from near the highway <br />is reduced. <br />Temporal Trends <br />The seasonal Kendall test (Helsel and Hirsh, 1992) was <br />used to test for trends in water quality (table 4). Trend analysis <br />was completed on sites 1--4 on the main stem of the Fraser <br />River. These sites had at least 5 years of monthly data. Trend <br />analysis was performed on ammonia, nitrite plus nitrate, <br />and orthophosphorus because these constituents are directly <br />related to biological responses in the river. The null hypothesis <br />for trend testing in this report is no change in concentration <br />over time when compared seasonally. The null hypothesis is <br />rejected, indicating that there is a trend, if the p-value (or <br />probability value) of the test is less than the alpha level, which <br />for this report is set at 0.05. This alpha level (or acceptable <br />error) requirement means that there is a 5-percent chance that <br />a trend is mistakenly identified and the null hypothesis is true <br />(Helsel and Hirsch, 1992). Trend analysis was done on the <br />raw, or unadjusted, concentrations to assess trends in ambi- <br />ent stream conditions, which is desirable in relation to human <br />or aquatic organism water use. Where applicable, a LOcally <br />WEighted Scatterplot Smoothing (LOWESS) procedure <br />(Cleveland, 1979) was used to flow-adjust concentrations <br />before trend analysis. This procedure will account for vari- <br />ability of chemical concentrations due to streamflow (flow) <br />and provide greater insight about the sources of nutrients to <br />the Fraser River. The LOWESS smoothing procedure and <br />recalculation of trends were performed only on data sets that <br />contained less than 10 percent censored (less than the labora- <br />tory minimum reporting level) concentrations. If a trend was <br />calculated on the flow-adjusted concentrations, the trend slope <br />(the magnitude of the trend expressed in units per year) was <br />listed only to indicate relative magnitude because the trend <br />analyses for these sites were computed on flow-adjusted con- <br />centrations and not the raw concentrations. Where some of the <br />concentrations were censored (below the laboratory reporting <br />level), trend analyses on the raw data were performed twice <br />at each site, once with the censored data set at the minimum <br />reporting level and again with the censored data set to zero. In <br /> Wastewater-treatment <br />plant locations <br /> <br />020 <br />0 <br />0.7 . Site 4 . <br /> Site 5 <br /> -a Ammonia 0.018 <br />0 <br />6 f Nitrite plus nitrate <br />. <br />Q -0- Dissolved phosphorus <br />0 - Orthophosphorus 0.016 Q <br /> <br />-0- Total phosphorus Q <br />w <br />EL 0.5 <br />-4- Chloride <br />0.014 0 <br />a <br /> <br />Z <br /> <br />0 Z <br />1-- 0.012 O <br />Z 0.4 Z <br /> Site 3 <br /> 0.010 <br />Q d <br />O Site 2 Q <br />J 0.3 O <br />Lu 0.008 -J <br />0 Z <br />O Site 1 w <br /> • 0.006 <br />J 0.2 <br />2 ? <br />U <br /> 0.004 Z <br />0.1 <br /> 0.002 <br /> 0 <br />0 <br />28 26 24 22 20 18 16 14 12 10 <br />MILES UPSTREAM OF MOUTH OF THE FRASER RIVER <br />Figure 3. Downstream median instantaneous load of selected constituents in the Fraser <br />River Basin, 1991-2000.
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