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Water Quality Laboratory, Heidelberg College, Tiffin, OH 44883
* Corresponding author (dbaker{at}mail.heidelberg.edu)
Received for publication August 12, 2000.
| ABSTRACT |
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Abbreviations: GLWQA, Great Lakes Water Quality Agreement IJC, International Joint Commission SRP, soluble reactive phosphorus in water TP, total phosphorus in water TSS, total suspended solids
| INTRODUCTION |
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The 1972 GLWQA also called for studies to establish P target loads for each of the Great Lakes and to indicate the size of the load reductions needed to reach those target loads. Modeling studies of the relationships between P loading and eutrophication in the Great Lakes led to the establishment of a target load of 11000 Mg P yr-1 for Lake Erie (Thomas et al., 1980; Bierman, 1980). These models suggested that reductions in the external P loading to 11000 Mg would reduce algal growth sufficiently to prevent the development of anoxia in the Central Basin of Lake Erie. The base year P loading to Lake Erie was set at 20000 Mg, using 1976 point-source loads and, because of large annual variations in P loading from tributaries, the tributary P loading associated with average tributary flows (Thomas et al., 1980).
Although by 1982 point-source loading to Lake Erie was reduced from more than 15000 Mg P yr-1 in 1972 to less than 3000 Mg P yr-1 (Dolan, 1993), detailed tributary loading studies indicated that even when all sewage treatment plants with flows greater than 3770 m3 yr-1 reached effluent concentrations of 1.0 mg P L-1, an additional load reduction of 2000 Mg P yr-1 would be needed to reach the target load. In 1983, a Phosphorus Load Reduction Annex to the 1978 GLWQA was signed, committing the United States and Canada to efforts to achieve the additional 2000 Mg reduction, largely through reductions in agricultural nonpoint-source loading (International Joint Commission, 1988).
To achieve the final 2000 Mg yr-1 reduction, load reductions were allocated to various political jurisdictions, based on their relative P contributions to Lake Erie (International Joint Commission, 1988). A reduction of 1700 Mg P yr-1 was assigned to the United States, of which 1390 Mg P yr-1 was subsequently assigned to Ohio (USEPA, 1986). In Ohio, the P reductions were further allocated to individual counties, based on their cropland acreage in the Lake Erie basin. Since 75 to 80% of the TP loading was particulate P associated with total suspended sediment (TSS) transport, plans for reducing nonpoint sources of P focused exclusively on reductions associated with various erosion control programs. Phosphorus reduction credits were awarded to counties based on increasing acreage of various conservation measures relative to 1982 levels. Phosphorus reduction credits of 1.44 kg P ha-1 were allocated for increases in set-aside, Conservation Reserve Program, and hay acreage; 1.14 kg P ha-1 for increases in wheat (Triticum aestivum L.) and oat (Avena sativa L.); and 0.82 kg P ha-1 for conservation tillage. These reduction credits were based on the proportional reduction in erosion associated with these practices, and the P content of the suspended sediments from northwestern Ohio rivers.
In the Lake Erie phosphorus reduction programs, no reduction credits were assigned to fertilizer management. Since the P content of the soil was viewed as very large relative to annual applications of P fertilizers, it was believed that any responses to reductions in fertilizer use would be slow to develop and therefore would not address the immediate problems in Lake Erie. However, substantial reductions in P fertilizer application occurred in the early 1980s (Richards et al., 2002a). During the 1970s, many farmers had been applying P fertilizers at rates designed to increase P soil test levels. This practice was reduced substantially as farmers moved toward applications designed to replace P removal by crops.
Watershed nutrient budgets have been used for many years to assess potential nutrient buildup in watersheds (Lowrance et al., 1985; National Research Council, 1993). Their use has increased substantially in recent years, particularly in considering the effects of large livestock operations on P buildup in soils. Use of watershed-level nutrient budgets and associated models provides a way to predict trends in P soil test levels and associated changes in nutrient export to aquatic ecosystems (Aschmann et al., 1999; Sharpley et al., 2000; Beegle et al., 2000; David and Gentry, 2000). One objective of the Lake Erie Agricultural Systems for Environmental Quality program has been to evaluate changes in P budgets of large agricultural watersheds in the Lake Erie basin during the 19751995 period and to consider the possible effects of these changes on P loading to Lake Erie. This paper addresses that objective.
The study watersheds (Fig. 1) include those portions of the Maumee River basin and the Sandusky River basin upstream from the U.S. Geological Survey (USGS) stream gaging stations where long-term water quality monitoring studies are underway (Baker, 1985, 1988, 1993). For the Maumee River, the gaging station is located at Waterville, OH (USGS Station 04193500) and for the Sandusky River it is near Fremont, OH (USGS Station 04198000). At these points in their drainage networks, the Maumee River drains 16395 km2 and the Sandusky River drains 3240 km2. Row crop agriculture comprises more than 75% of the land use in both watersheds, with soybean [Glycine max (L.) Merr], corn (Zea mays L.) and wheat covering 71 to 72% of the land area in both watersheds in 1995 (Ohio Department of Agriculture, 1996). Population densities in the Maumee and Sandusky watersheds are about 46 and 43 persons per square kilometer, respectively, with urban land occupying 1.2 and 0.9% of the land area. Richards et al. (2002b) provide additional information regarding the study area.
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| RATIONALE FOR USE OF SOILS BUDGETS |
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| METHODS |
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Annual P inputs as manure were based on the numbers of beef cattle, dairy cows, swine, and sheep in each county, as reported by the state departments of agriculture. The numbers of animals for each county were adjusted to the proportions of counties present in each watershed, as described above, and summed for each watershed each year. The manure P inputs for each watershed were then calculated using conversion factors in the Ohio Livestock Manure and Wastewater Management Guide (Ohio State University, 1992). These conversion factors, in kg P yr-1 animal-1, are 17.5, 12.2, 5.14, and 1.05 for beef cattle, dairy cows, hogs, and sheep, respectively. These are very similar to the conversion factors used by Goolsby et al. (1999) in their assessment of nutrient sources in the MississippiAtchafalaya River basin.
Phosphorus inputs through precipitation were based on atmospheric deposition studies for Lake Erie as reported by the IJC. These deposition rates are calculated from precipitation chemistry collected at stations around Lake Erie (Rathke and McRae, 1989). The average deposition rate for the period between 1982 and 1995 was 361 Mg P yr-1. This average rate was extrapolated to the Maumee and Sandusky watersheds, based on the ratio of their areas to that of Lake Erie, giving deposition rates of 231 Mg P yr-1 for the Maumee watershed and 46 Mg P yr-1 for the Sandusky watershed. Since atmospheric deposition represents less than 1% of the total P inputs into these watersheds, annual variations were ignored and the above rates were applied for the entire study period. Atmospheric deposition of P is sufficiently small relative to other inputs that it was ignored in watershed input calculations by David and Gentry (2000) and Goolsby et al. (1999). Bennett et al. (1999) did include atmospheric deposition in their P budget for the Lake Mendota watershed in Wisconsin.
Phosphorus entering municipal sewage treatment plants is either incorporated into sludge, most of which is spread onto agricultural fields, or discharged into streams as point-source inputs. Since sewage treatment plants in the Lake Erie basin remove P, sewage sludge contains much more P than is discharged directly into rivers or lakes. Treatment plants report P concentrations in their effluent so that annual P discharges into watershed streams can be tracked by the IJC. Annual data for six treatment plants in the Sandusky watershed and 60 treatment plants in the Maumee watershed for the period from 1975 to 1994 were provided by the IJC. The IJC also provided information on industrial point-source P discharges from 1988 to 1994 for 57 plants in the Maumee watershed and 20 plants in the Sandusky watershed. The 1988 and 1989 data were averaged to estimate industrial inputs for the 1975 to 1987 period.
Average municipal point-source P loading for the 19751977 period was used to estimate the annual P delivered as sludge to watershed soils for the entire study period. For the 19751977 period, point-source discharges equaled approximately 20% of the total P reaching sewage treatment plants and 80% was contained in the sludge. We assumed that P moving to the sewage treatment plants has increased at a rate of 2% per year, due to increases in population and to the extension of sewer lines into unsewered areas. The 1985 adoption of a detergent P ban in Ohio resulted in a 35% reduction in P moving into the plants in that year. Based on these assumptions, sludge P inputs changed from 964 Mg in 1975 to 895 Mg in 1995 for the Maumee watershed and from 123 to 114 Mg for the Sandusky watershed.
For 1995 the combined sludge P and municipal point-source P discharges for the Sandusky watershed totaled 126 Mg. This value compares closely with an estimated human P loading of 137 Mg, based on the sewered population of the watershed (50000) and a human loading rate of 2.74 kg P yr-1 person-1, as reported by Goolsby et al. (1999).
Although approximately 50% of the people in these watersheds are served by septic tanks, the P contributions from the unsewered populations were not included in the budget. The proportion of the septic tanks that have failed in the sense that P-containing liquid effluent is moving off-site is uncertain. Where there is off-site movement of such effluent, an unknown but probably small proportion of that effluent would probably reach either cropland soils or the stream systems. While some P-containing effluent does reach stream systems and results in elevated P concentrations during low flow conditions, the resulting concentrations are in the same range as those from nonpoint sources during high flows. Consequently, while septic tank effluent can result in ambient water quality problems during low flows, such effluents are probably insignificant relative to total riverine P export from these watersheds. In these watersheds, most of the sludge pumped from septic tanks is disposed of as input to municipal sewage treatment plants, where it forms a small proportion of the P entering municipal sewage treatment plants.
Watershed Outputs
Annual removal of P by crop harvests was based on county production figures for corn, soybean, wheat, and hay obtained from state department of agriculture reports. Phosphorus removal for each crop was calculated using the crop removal rates recommended in the Ohio Livestock Manure and Wastewater Management Guide (Ohio State University, 1992). These rates in kg P m-3 are 2.09, 4.54, and 3.62 for corn, soybean, and wheat, respectively, and 2.38 kg Mg-1 for hay. These crop removal rates are similar to those used by Goolsby et al. (1999).
Annual river exports of P from the soil compartments of the watersheds are based on the nonpoint-source components of the total annual river export. The nonpoint-source export is calculated by subtracting point-source P loading into the river from TP export from the river. In this procedure, we assume that 100% of the point-source inputs are delivered through the stream system to the monitoring station where river export is measured. This procedure probably overestimates point-source contributions to total river export. During low and medium stream flows, much of the P entering these streams from point sources moves into at least temporary storage on the stream bottom, through either biological uptake or sediment adsorption (Baker, 1980). It is unlikely that all of this point-source P is washed out during high flow events.
River export of TP and SRP is based on the monitoring programs of the Heidelberg College Water Quality Laboratory. These procedures, which include sampling storm events throughout the year, are detailed elsewhere (Baker, 1988, 1993; Richards and Baker, 2002). Export data for the Maumee watershed were not available for the 19791981 water years. Phosphorus exports were estimated for these three years based on seasonal flow data, and average seasonal flow-weighted mean concentrations from the preceding and following three-year periods. No data are available for SRP export for 1985 in either watershed.
| RESULTS |
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| DISCUSSION |
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Nonpoint P export by rivers from the watersheds is a small portion of the total P export from cropland soils, averaging 10% in both watersheds (Table 3). However, this flux certainly underestimates erosional movement of P on the cropland within the watersheds. Particulate P associated with the total suspended solids fraction accounts for about 80% of the TP export. Particulate P transport is therefore closely linked to sediment transport in these watersheds. For the Maumee and Sandusky watersheds, the total suspended sediment export is approximately 10% of the gross erosion that occurs in the watersheds (Baker, 1988). Much of the eroded soil simply moves downslope within fields. Also, more sediment moves from the edges of fields into streams than is exported from the watersheds by riverine transport. Large quantities of sediment are deposited in drainage ditches that must be periodically dredged to provide adequate outlets for tile drainage. Sediment deposition on floodplains and in wetlands, riparian corridors, and reservoirs represents possible sinks for P that are not included in this cropland budget. Thus, the nonpoint riverine export of P may significantly underestimate erosional removal of P from cropland soils.
Comparisons with Phosphorus Budgets in Other Watersheds
David and Gentry (2000) developed a P budget for the state of Illinois using similar techniques to those used in this study. Both the absolute P input rates and the trends in P input rates for fertilizer are very similar to those observed in this study, on an input per unit area basis. The years with the highest fertilizer application rates (19791981) were the same in Illinois and in our watersheds. For Illinois, the peak application rates were about 15.1 kg P ha-1 yr-1, while for the Maumee and Sandusky the rates were 20.1 and 19.3 kg P ha-1 yr-1, respectively. The higher fertilizer application rates in the Ohio watersheds are due, at least in part, to the higher percentage of cropland in these watersheds (75%) than in the state of Illinois (63%).
Manure P application rates in 1975 were about 2.3 kg P ha-1 yr-1 in Illinois and about 4.8 and 4.3 kg P ha-1 yr-1 in the Maumee and Sandusky watersheds, respectively. Manure inputs declined steadily for both areas, dropping to 1.7 kg P ha-1 yr-1 in Illinois and to 4.1 and 3.3 kg P ha-1 yr-1 in the Maumee and Sandusky watersheds.
Net P accumulations were very large in the 1970s for both Illinois and the Ohio watersheds. This resulted in a substantial buildup of P soil test values in our watersheds (Calhoun et al., 2002). Net accumulations are variable from year to year, but have dropped to zero in Illinois and to values of about 3.7 and 2.6 kg P ha-1 yr-1 in the Maumee and Sandusky watersheds. However, for Illinois, David and Gentry (2000) calculated net inputs as fertilizer inputs minus crop removal, while in this paper we include manure inputs and nonpoint river exports, along with fertilizer inputs and crop removal, as part of the net input. Adjusting for these differences in calculations of net inputs puts the Illinois and northwestern Ohio budgets closer together.
Our results differ from those of Bennett et al. (1999) in their P budget for the 686-km2 Lake Mendota watershed in Wisconsin. They calculated a P budget for 1995 and observed that P inputs of 1307 Mg (19.1 kg P ha-1) significantly exceeded P outputs of 732 Mg (10.7 kg P ha-1), giving rise to a net accumulation rate of 8.2 kg P ha-1. Phosphorus soil test data for the surrounding county (Dane County) increased by 40% from 19741977 to 19861990, indicating the effects of historical net P inputs.
Goolsby et al. (1999) provided detailed information on P inputs and outputs for 42 interior watersheds within the Mississippi River basin for 1992, based on calculations similar to those used in this study. They also provided river export information for these same watersheds. Although they did not report P budgets, we have used the information they provided to calculate budgets for the 15 watersheds with the highest unit area P exports (>0.80 kg P ha-1). Inputs included fertilizer, manure, industrial point sources, and municipal point sources while outputs included crop removal, pasture grazing, and river export. For these 15 watersheds, inputs ranged from 3.6 to 17.0 kg P ha-1 yr-1 while outputs ranged from 3.9 to 17.8 kg P ha-1 yr-1. Net accumulation ranged from -2.5 to 2.9 kg P ha-1 yr-1, with 9 of the 15 watersheds having net accumulation less than 1 kg P ha-1 yr-1. Combining data from all 15 watersheds indicated that net accumulation was 11% of total inputs. These 15 watersheds include most of the watersheds in the Mississippi Basin, where cropland is the dominant land use. For the watersheds dominated by cropland, unit area total inputs, total outputs, and net accumulation for the interior basins of the Mississippi were similar to those in this study.
Based on data from 1987, the National Research Council (1993) found that, for the Corn Belt region, net P accumulation equaled 56% of the total P input. For Illinois, Indiana, Iowa, and Ohio, which cover most of the watersheds discussed above, the National Research Council indicated that net accumulation, as a percentage of total inputs, was 54, 65, 45, and 64%, respectively. The more recent studies, including those of Goolsby et al. (1999), David and Gentry (2000), and this study suggest that net inputs have decreased substantially in recent years.
Magnitude of River Exports
With average TP export of 1.35 and 1.40 kg P ha-1 yr-1, the Maumee and Sandusky watersheds have high export rates relative to most large Midwestern watersheds. David and Gentry (2000) found average annual export rates for 19801997 to vary from 0.7 to 1.1 kg P ha-1 yr-1 for six major watersheds in Illinois. The area-weighted average for the state was 1.0 kg P ha-1 yr-1. Only three of the 42 interior watersheds in the Mississippi drainage studied by Goolsby et al. (1999) had higher export rates than the Maumee and Sandusky rivers. These included the Illinois River at Marseilles, with a P yield of 1.90 kg P ha-1 yr-1. The Illinois River carries the sewage effluent P from Chicago in addition to agricultural runoff. The other two rivers had low population densities and low percentages of cropland but high suspended sediment export. These were the Grand River near Sumner, MO with a P export rate of 1.83 kg P ha-1 yr-1, and the Big Black River near Bovina, MS with a P export rate of 1.45 kg P ha-1 yr-1. The export rates for the Maumee and Sandusky are also high relative to most of the agricultural watersheds included in the National Water-Quality Assessment Program (United States Geological Survey, 1999).
Point-source contributions to the Sandusky and Maumee watersheds account for a much smaller proportion of total river export than that for Mississippi watersheds, even though the Maumee and Sandusky have relatively high population densities. David and Gentry (2000) report that for Illinois rivers, including the Illinois River that receives the sewage effluents from Chicago, sewage inputs were equivalent to 47% of the total river export. Excluding the Illinois River drops the contributions of sewage inputs to 33%. For the Maumee and Sandusky rivers, sewage inputs account for 8.2 and 5.5% of the riverine export of total P (Table 4).
Using the data provided by Goolsby et al. (1999), we calculated the total municipal and industrial point-source P inputs to streams and the total riverine P export for the 15 interior watersheds with the highest riverine export rates. Industrial and municipal point-source P inputs were equivalent to 38.7% of the total riverine P export for these 15 watersheds. For two of these watersheds, the Illinois River and the Great Miami River in Ohio, the reported sewage P inputs exceeded total riverine P export. This suggests that delivery of P from point sources through rivers is less than 100% or that riverine P export is underestimated.
The smaller percentage of point-source contributions to riverine P export in the Maumee and Sandusky watersheds (Table 4) reflects the high degree of P removal required at sewage treatment plants in the Lake Erie basin coupled with the large unit area P export from nonpoint sources in these watersheds. Since Mississippi watersheds have much higher contributions from point sources than do the northwestern Ohio watersheds, the proportion of the riverine P export from nonpoint sources would be lower in the Mississippi watersheds. Agricultural activities in the Maumee and Sandusky watersheds apparently export considerably more P per unit area than most row crop watersheds in the Mississippi drainage. This is probably associated with the high clay content of soils and the corresponding high clay content of total suspended sediments exported from these northwestern Ohio watersheds (Antilla and Tobin, 1978).
Soluble reactive P accounts for a smaller proportion of the TP export for the Maumee and Sandusky watersheds than for most of the row crop watersheds of the Mississippi drainage. David and Gentry (2000) found that 38% of the TP was in the dissolved form in Illinois rivers. For the Middle Mississippi drainage, SRP comprised 28% of the TP export (Goolsby et al., 1999). Over the study period, SRP export averaged about 15% of TP export for the Maumee and Sandusky watersheds (Table 5) and had dropped still lower by the end of the study period (Fig. 6). Factors contributing to the low proportions of SRP export relative to TP export for the Maumee and Sandusky watersheds probably include the low P inputs from point sources and high particulate P export associated with the high clay content of total suspended sediments exported from these watersheds.
Trends in Riverine Phosphorus Export
The water quality data sets for the Maumee and Sandusky watersheds have been examined extensively for the purpose of detecting trends in riverine transport (Richards and Baker, 1993, 1997, 2002; Moog and Whiting, 2002) and linking those trends with changing agricultural practices and/or with weather variations or trends (Forster et al., 2000; Moog and Whiting, 2002; Richards and Baker, 2002). Because the large, weather-induced, annual variations in nonpoint loads (Fig. 5) can obscure responses to management changes, the trend analyses commonly adjust the data for variations in discharge and season. This adjustment assumes that a substantial portion of weather-induced annual variations in loading is reflected in seasonal and annual variations in discharge. Normalizing for discharge and season should reduce this aspect of weather effects.
The discharge-normalized data show 65 to 89% reductions in SRP concentrations and loads for both the Maumee and Sandusky rivers for 19751995. Total P reductions of 25 to 45% are also noted, along with smaller reductions in suspended solids and small, statistically insignificant increases in nitrate export. The specific size of these changes varies somewhat, depending on the statistical procedures employed. For example, the sizes of change vary depending on whether data are aggregated into daily, monthly, annual, or storm event concentrations (Richards and Baker, 1997), on whether the trends track flow-weighted or time-weighted concentrations (Richards and Baker, 1993), and on the statistical method employed (Richards and Baker, 2002).
Actual loads transported to Lake Erie have changed in the same directions as discharge-normalized loads. In Table 6, we have compared the average annual and seasonal loads for two 10-year periods, 19751984 and 19861995, for the Sandusky River. Relative to the first 10-year period the average annual loads in the second period showed a 29% reduction in TSS, a 27% reduction in TP, a 57% reduction in SRP, and a 9% increase in nitrate N. Average annual stream flow decreased by 13% and precipitation decreased by 5%. These comparisons assume that a 10-year period is sufficient to characterize "baseline" by averaging weather-related variations in pollutant loading. Changes calculated in this manner would be expected to be smaller than changes comparing the first and last years of loads over a 20-year period, where changes in various management practices occurred throughout most of the 20-year period. Changes similar to those shown in Table 6 for the Sandusky River also occurred in the Maumee River.
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Possible Causes of Reductions in Nonpoint, Riverine Phosphorus Export
While there have been substantial decreases in fertilizer and manure P inputs to the watersheds, and P exports via crops have increased, net inputs are still positive, and the P content of the soils should still be increasing, albeit at a much slower rate than in the 1970s. Calhoun et al. (2002) compared P soil test levels for samples collected in 19961998 at 302 soil survey sites in northwestern Ohio with soil tests on archived soil samples collected between 1953 and 1988 at the same locations. The mean and median for tests from 19961998 were 30 and 45% higher, respectively, than mean and median of samples collected between 1953 and 1988. If P export were strictly proportional to soil P content, both SRP and TP export should now be reaching peak values. Since both SRP and TP export have decreased, other factors must be operating to reduce riverine P export. These other factors may include various erosion control best management practices (BMPs) that farmers have adopted as part of the Lake Erie Phosphorus Reduction Program, possible changes in P fertilizer management beyond simply the amounts of P applied, and changes in weather conditions.
Nutrient budget analyses at the level of large watersheds, such as in this study, do not take into account the observations that large proportions of P export can arise from relatively small proportions of the total watershed area (Pionke et al., 1997; Gburek et al., 2000). Minimal targeting of P reduction efforts to critical P source areas has occurred in the Lake Erie P reduction programs. Since critical P source areas were not identified in the study watersheds and the level of conservation treatment of these areas was not specifically tracked, it is not possible to provide estimates of the amount of P reductions to expect. However, several factors support the assumption that critical P source areas have received at least as much conservation treatment as cropland as a whole.
Most of the soils in the Maumee and Sandusky watersheds are either poorly or very poorly drained, due primarily to their high clay content (Myers et al., 2000). Thus, surface runoff, and its attendant clay and particulate P transport, probably originate over a larger fraction of the watershed cropland than in watersheds with more permeable soils. Even if adoption of conservation tillage were random across the landscape, given the large size of these watersheds and the extent of adoption of conservation tillage, a substantial portion of the critical P source areas must have been treated with conservation tillage.
Other conservation programs, such as the USDA's Conservation Reserve Program (CRP), were targeted to highly erodible lands. By 1995, 85% of the highly erodible land in the Maumee watershed was treated and 97% in the Sandusky watershed (Richards et al., 2002a). Since highly erodible land probably includes some of the critical P source areas, the high levels of treatment of highly erodible land would result in high levels of treatment of the associated critical P source areas.
The above arguments suggest that erosion control programs have reached a considerable portion of the critical P source areas in these watersheds. Farmer treatment of these areas should have resulted in decreased movement of particulate P from cropland to streams and offers an obvious explanation for the decreases in riverine export of P and of total suspended solids from the study watersheds. Myers et al. (2000) attributed reductions in TSS export from the Maumee watershed to adoption of conservation tillage.
The large decrease in SRP export was not anticipated at the time the Lake Erie P control programs were initiated. Plot studies at that time were showing increased SRP export with no-till systems, due to buildup of P levels in the surficial layer of soil. The P budget analyses presented above, and the accompanying increases in P soil test values, also would suggest an increase in SRP export.
In the early years of this study, most of the SRP export from these watersheds occurred in the winter (Table 6). Large declines in SRP export occurred at the same time the large declines in fertilizer application were occurring (Calhoun et al., 2002). A possible explanation for the large declines in SRP export is evident from a closer examination of the winter SRP data. Figure 8 illustrates the concentrations of SRP and corresponding flows during successive winter seasons for the period from 1975 to 1992. During the 19751982 period, many winter storm events were characterized by very high SRP concentrations. This pattern largely disappeared during the 19831992 period. These results suggest that when P fertilizer was being applied at buildup rates, fertilizer management practices were less important to farmers. Relatively large amounts of P fertilizer may have been applied to soil surfaces in the fall and early winter, some of which was not subsequently incorporated into the soil. This provided a ready source of P for dissolution and export during snow melt and/or rainfall-runoff events in winter. As farmers reduced their P fertilizer application rates, they may also have improved their fertilizer management techniques, shifting to more incorporation of fertilizer. Consequently, winter runoff events in recent years have lacked high SRP concentrations. Unfortunately, data are unavailable to document any changes in P fertilizer application practices during that period.
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| CONCLUSIONS |
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However, detailed water quality studies in these watersheds indicate decreasing rather than increasing riverine P export. These downward trends are evident in both actual loads delivered to Lake Erie and in loads that have been adjusted for discharge and season. These reductions in P export can be explained, in part, by farmer adoption of erosion control practices aimed at reducing particulate P delivery to streams.
At the same time farmers reduced fertilizer P applications, they may also have taken steps to minimize loss of P fertilizer via surface runoff. Although historical data on fertilizer application techniques are not available, such changes would explain the large reductions in SRP concentrations during winter runoff events that occurred at the same time fertilizer application rates dropped. Weather trends, especially reductions in winter snow cover and increases in minimum temperatures, may also be involved in the reductions in P export and increases in nitrate export that have occurred.
| ACKNOWLEDGMENTS |
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| NOTES |
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| REFERENCES |
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