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WSP10284
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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 />0240 <br /> <br />It <br /> <br />Ammonia concentrations remained relatively stable <br />downstream to Las Animas. Substantial increases in <br />ammonia concentrations (625 percent) occurred <br />between Las Animas and just downstream from John <br />Martin Reservoir (fig. 25). The occurrence of high <br />ammonia concentrations immediately downstream <br />from John Martin Reservoir, particularly during <br />winter, is suggestive of anoxic conditions in John <br />Martin Reservoir. As a result, the reduction of nitrogen <br />compounds, such as nitrate, may occur in the reser- <br />voir. Concentrations of ammonia decreased down- <br />stream from the Below John Martin Reservoir station <br />because of nitrification and assimilation of ammonia. <br />At most stations, the median ammonia concen- <br />trations were relatively constant throughout most of <br />the year, with the exception of the station Below <br />Pueblo Reservoir (fig. 26). Concentrations were <br />elevated at the Below Pueblo Reservoir station during <br />the snowmelt-runoff regime (May-June). <br />Ammonia concentrations in the Arkansas River <br />were low in comparison to stream-water-quality <br />standards and drinking-water standards. There were no <br />exceedances of the stream-water-quality standards for <br />un-ionized ammonia. The chronic and acute stream- <br />water-quality standards for un-ionized ammonia are <br />0.02 mgfL and 0.43 mgiL, respectively (Colorado <br />Department of Health, 1994). It is important to recog- <br />nize that the standards for ammonia are based on un- <br />ionized ammonia and that data from this study are <br />reported as total ammonia, which includes un-ionized <br />and ionized ammonia. Analysis of total ammonia <br />concentrations indicated that un-ionized ammonia <br />concentrations were less than 10 percent of the total <br />ammonia concentration. On the basis of this analysis, <br />un-ionized ammonia concentrations in the has in did <br />not exceed stream-water-quality standards. <br /> <br />Nitrate <br /> <br />Median nitrate concentrations in the upper basin <br />ranged from 0.020 mgiL at Granite to 0.130 mglL <br />at portland (fig. 27). California Gulch had the highest <br />median nitrate concentration in the upper basin <br />(0.51 mglL) and, along with Iowa Gulch and Empire <br />Gulch, contributed to the elevated nitrate concentra- <br />tion at Malta. A significant decrease (u=0.05) in <br />nitrate concentration occurred just upstream from <br />Granite as water released from Twin Lakes Reservoir <br />diluted the flow in the Arkansas River. Concentrations <br />of nitrate generally increased between Granite and <br /> <br />Wellsville with significant (u=0.05) increases occur- <br />ring between Buena Vista and Nathrop and between <br />Salida and Wellsville. Wastewater facilities and <br />nonpoint loading from livestock and septic systems <br />probably contributed to the increases. As was the case <br />with ammonia, nitrate concentrations decreased <br />between Wellsville and Portland probably due to dilu- <br />tion and assimilation of nitrogen by aquatic plants. <br />Between Canon City and Portland, a threefold <br />increase in median nitrate concentration (0.046 to <br />0.13 mglL) likely occurred because of discharge from <br />the Fremont Sanitation Wastewater Treatment Facility <br />and nonpoint sources such as agricultural return flow <br />and livestock. Tributary inputs downstream from <br />Malta did not contribute substantial amounts of nitrate <br />to the upper Arkansas River. <br />Median nitrate concentrations at main-stem <br />sites in the lower Arkansas River Basin ranged from <br />0.20 to 2.4 mgIL (fig. 27). Nitrate concentrations <br />immediately downstream from Pueblo Reservoir were <br />larger than at Portland probably because of the same <br />processes that resulted in increased ammonia concen- <br />trations in the water released from Pueblo Reservoir. <br />Median nitrate concentrations increased twofold <br />between the Pueblo and Highway 227 sites because of <br />inflow from Fountain Creek (fig. 27); the concentra- <br />tions in Fountain Creek are elevated because of <br />upstream wastewater discharges and irrigation return <br />flows. The highest median nitrate concentration in the <br />basin was at Fountain Creek (4.7 mg/L). Downstream <br />to Avondale, median nitrate concentrations showed a <br />steady and significant (u=0.05) increase. The increase <br />can probably be attributed to wastewater discharges <br />from Pueblo and agricultural and urban nonpoint- <br />source runoff. Nitrate concentrations remained rela- <br />tively constant downstream from Avondale to Catlin <br />Dam, then increased downstream to La Junta. The <br />increase observed at La Junta is probably attributable <br />to irrigation return flows and wastewater discharge <br />from the city of La Junta. Timpas Creek and Crooked <br />Arroyo (pI. I), which largely consisted of irrigation <br />return flow, had nitrate concentrations that ranged <br />from about 2 mg/L to 6 mg/L. Two large feedlots that <br />operate in the area also may have contributed nitrate to <br />the river. The significant (u=O.05) decrease in nitrate <br />concentrations at Below John Martin Reservoir was <br />possibly caused by assimilation within the reservoir <br />and chemical reduction or denitrification during <br />periods of anoxia in the reservoir. Nitrate concentra- <br />tions increased fivefold between the <br /> <br />WATER QUALITY 53 <br />
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