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Stimulated Effects of Irrigation on Salinity in the Arkansas River Valley in CO
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Stimulated Effects of Irrigation on Salinity in the Arkansas River Valley in CO
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Last modified
7/20/2010 2:54:25 PM
Creation date
6/28/2010 4:31:51 PM
Metadata
Fields
Template:
Water Supply Protection
Description
ARCA
State
CO
KS
Basin
Arkansas
Water Division
2
Date
1/1/1998
Author
Ground Water Vol. 36(1), Karin Goff, Michael E. Lewis, Mark A. Person, Leonard F. Konikow
Title
Stimulated Effects of Irrigation on Salinity in the Arkansas River Valley in CO
Water Supply Pro - Doc Type
Report/Study
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Measured -- February 1972 <br />Measured -- February 1982 <br />8c <br />aquifer system, the gain -loss relation between the river and aquifer <br />varies seasonally and is a function of streamflow, canal diver- <br />sions, and hydraulic gradient. Although the river typically experi- <br />ences a net gain in flow in the study area, streamflow losses to the <br />aquifer can be substantial during the seasonally high streamflow in <br />May and June. The losses during seasonal high flows can vary sub- <br />stantially depending on whether the year has been wet or dry. <br />During dry years, less streamflow is available for diversion into the <br />canal, and the hydraulic gradient between the aquifer and stream <br />decreases because aquifer recharge from surface water applications <br />and canal leakage decreases. Therefore, losses from the river to the <br />MO" 9_r ft y / y a T WH ModN BowN�ry 0 7 MM <br />Measured -- February 1995 . Simulated. =- February 1995. <br />EXPLANATION <br />- - - - -- 2,000— Salinity, in milligrams per mer <br />monitoring wer <br />Figure 8. Measured and simulated salinity in the alluvial aquifer, February 1972, 1982, and 1995. <br />The model was not calibrated to streamflow at the down- <br />stream end of the study area because streamflow was not measured <br />at this location except during the 1971 -72 period. Model simulations <br />of streamflow gains and losses (Figure 10) are consistent with the <br />current understanding of interactions between the river and the <br />alluvial aquifer. A substantial percentage of the river is diverted at <br />the upstream end of the study site by the Fort Lyon Canal. At the <br />downstream end of the study area, streamflow recovery is supplied <br />primarily by irrigation return flow from the aquifer. According to <br />the current understanding and conceptual model of the stream- <br />10 <br />°c 6 <br />a� 4 <br />Range of Error in Salinity (mg/L) <br />Figure 9. Frequency distribution of errors in model - simulated salin- <br />ity (simulated minus measured) for individual wells sampled in <br />February 1972,1982, and 1995. <br />0.8 <br />0.6 <br />E 0.4 <br />0.2 <br />� 0 <br />t7 <br />-0.2 <br />-0.4 <br />Simulated -- February 1972 <br />Simulated -- February 1982 <br />Losing River <br />r ti n n o0 0"'0 0' a o a a rn <br />Year <br />Figure 10. Simulated average monthly streamflow gains or losses in <br />the Arkansas River at the downstream end of the study area. <br />81 <br />gginggg SS %nt --g =M 8Sg <br />V <br />A <br />
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