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College of Natural Resources, University of Wisconsin-Stevens Point, Stevens Point, WI 54481
* Corresponding author (bbrowne{at}uwsp.edu)
Received for publication March 31, 2004. The relationship between stream water quality and landscape activities is difficult to evaluate where the principal source of stream flow is ground water seepage because the average travel time from ground water recharge areas to stream discharge positions can be on the order of decades. We tested the idea that past and future baseflow water quality can be predicted based on a synoptic survey of ground water recharge age-dates (based on chlorofluorocarbon [CFC] measurements) and water quality measurements obtained at the ground watersurface water interface. In this study we (i) characterize the discharge-weighted age distribution and water quality of ground water seepage into the Little Plover River (LPR); (ii) use this information to backcast and forecast baseflow NO3 concentrations; and (iii) evaluate NO3 backcasts against historical baseflow data (1960 to 2000). The discharge-weighted apparent CFC age of ground water seepage into the LPR was 23.7 (±7) yr. Baseflow backcasts matched the four decade rise of baseflow NO3 from 2 to 8 mg L1. Baseflow forecasts included three scenarios. Scenario A projects the historical rise of NO3 in the LPR basin's ground water recharge through 2050. Scenario B projects a leveling off of NO3 in ground water recharge in the year 2000. Scenario C projects a leveling off in the year 1985. Under Scenario A, LPR baseflow NO3 will increase steadily from 8 to 19 mg L1 between 2000 and 2050. Under scenarios B and C baseflow NO3 will plateau at 13 mg L1 in 2030 and at 10 mg L1 in 2010, respectively. The approach developed in this study can be used to (i) reconstruct historical baseflow water quality patterns in the absence of long-term monitoring data and (ii) project the effects of potential management decision on future water quality.
Abbreviations: CFC, chlorofluorocarbon LPR, Little Plover River PIE, pumping-induced ebullition
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