Fate and Effects of Pollutants Nonpoint Sources Daniel E. Line, Gregory D. Jennings, Richard A. McLaughlin, Deanna L. Osmond, William A. Harman, Laura A. Lombardo, Kevin L. Tweedy, Jean Spooner Nonpoint source (NPS) pollution originates from diffuse land areas that intermittently contribute pollutants to surface and groundwater. This article is a review of 1998 literature on several aspects of NPS pollution, including policy, economics, and management issues; effects and extent of pollutants in surface and groundwater; pollution controls; and modeling and monitoring. Increasingly NPS pollution reduction policy includes regulation. Parry (1998) explained the regulatory and nonregulatory programs developed by the U.S. Environmental Protection Agency (U.S. EPA) to control water pollution from agricultural sources of phosphorus. Programs discussed include the Clean Water Act's definition of confined animal feeding operations (CAFOs) as point sources, NPS program grants, the Coastal Zone Act Reauthorization Amendments of 1990; TMDLs, and the draft National Nutrient Overenrichment Assessment Strategy. More stringent controls of confined animal feeding operations were discussed in Christen (l998a), including U.S. EPA's Draft AFO Strategy; two congressional bills, particularly H.R. 3232 (The Farm Sustainability and Animal Feedlot Enforcement Act); and President Clinton's Clean Water Action Plan. Another article reported on Pennsylvania's Nutrient Management Act, which requires high-density livestock or poultry operations to develop and implement nutrient management plans (Christen, 1998b). Letson and Gollehon (1998) addressed the issue of manure management in times of increasing specialization, in places where animal production is separate from cropland. To assist policy-targeting efforts, the authors estimated the magnitudes and locations of manure and land for its treatment. This was done at the farm level rather than at the county level to avoid aggregation problems. Several articles evaluated environmental policies to control agricultural contamination. Livingston and Cory (1998) examined the current environmental policy governing nitrate contamination of groundwater in the South Platte alluvial aquifer in Colorado. The typical policy choice of best management practices (BMPs) was compared to optimal policy design, with recommendations presented for increased effectiveness of existing policy. Oenema and Roest (1998) discussed the pathways and controls of nitrogen and phosphorus losses to surface waters and presented estimates and predictions of the losses from agricultural soils to surface waters in The Netherlands before and after implementation of nutrient loss measures and policies. Falconer (1998) examined some of the problems of controlling pesticide contamination in Western Europe and the potential policy instruments for achieving pesticide use reduction for environmental improvement. Several articles discussed watershed-based permitting and total maximum daily loads (TMDLs). The U.S. EPA issued its Report of the Federal Advisory Committee on the Total Maximum Daily Load (TMDL) Program (U.S. EPA, 1998). Hun (1998) presented various viewpoints on the pros and cons of TMDLs, while Pelley (1998) discussed the challenges of developing and implementing TMDLs and presented examples of how states are implementing the program. Another article (Galya et a1., 1998) described watershed-based management and permitting, implications for discharg1054 ers, and strategies for cost-effective TMDL solutions, including the use of state-of-the-science study and analysis methods, regulatory involvement, pollutant trading, and participation in a watershed group. Daniel et a1. (1998) provided a brief overview of the issues and options related to management of agricultural phosphorus that were discussed at a 1996 symposium titled, "Agricultural Phosphorus and Eutrophication." Topics discussed include the role of phosphorus in eutrophication, identification of phosphorus-sensitive water bodies, phosphorus transport mechanisms, chemical forms and fate of phosphorus, modeling of phosphorus transport, water quality criteria, and management of soil and manure phosphorus, and phosphorus transport processes. Land owner-operators in central Ohio were provided the opportunity to participate in a comprehensive soil and water conservation program (Napier and Johnson, 1998). Data revealed that conservation efforts were not very successful in motivating land owner-operators to change production practices, which brings into question the utility of continuing to implement soil and water conservation practices using traditional voluntary approaches. Regarding wetland protection, a method was presented for examining the potential economic and environmental effects of recent legislative proposals to relax the swampbuster provision of the Food Security Act of 1985 and Section 404 of the Clean Water Act of 1977 (Claasen et a1., 1998). The economic and environmental impacts of uniform (UAN) and variable (V AN) application rates of nitrogen were evaluated in a midwestern U.S. agricultural watershed (Prato and Kang, ] 998). Tests of statistical significance were performed for differences in nitrogen application rates, crop yields, surface and groundwater quality, and net returns between UAN and VAN for a range of soil and field conditions. Lee (1998) evaluated the results of 21 studies conducted in various regions of the U.S. that examined the relationships among agrichemical treatments on crops, farm income, and groundwater quality both at the farm level and at the aggregate level. The author discussed tradeoffs between farm income and groundwater quality and proposed an agenda for future research and extension initiatives. WATER QUALITY OF WATER RESOURCES Surface Water. Landuse affects water quality. Researchers, when analyzing stream chemistry and land cover in the MidAtlantic region, found Cl- to be a good surrogate for land disturbance and potential impacts from NPS pollution (Herlihy et al., 1998). Using landuse information, drainage class, and physiographic regions, along with expert knowledge, McMahon and Harned (1998) were able to explain water quality variations found throughout the Albemarle-Pamlico basin in North Carolina. Water quality trends in the Albemarle-Pamlico basin show decreasing nutrient loading. However, the areas within the basin where nutrients and sediment loading occur are still of concern (Spruill et aI., 1998). Harvest of loblolly pine plantations in eastern North Carolina increased annual outflow (111 to 164 mm), nitrogen export (2.1 to 2.2 kg Nlha'yr) and phosphorus export (0.12 to 0.36 kg Plha'yr) but during a 35-year growth cycle proved inconsequential (Lebo and Herrmann, 1998). Landuse near Vancouver, British Columbia, determined nitrate loading into streams from groundflow; both increased septic systems and animal production caused stream nitrate levels to rise as high as 7 mg/L (Wernick et aI., 1998). Nitrate levels in an agricultural drainage basin showed an increase in stream nitrate concentration from <I mglL in 1969 to Water Environment Research, Volume 71, Number 5 Fate and Effects of Pollutants >20 mglL in 1991 as an average of 168 kg of N/ha'yr of fertilizer has been applied during the past 26 years (Steinheimer et a1., f-LeqlL in unfertilized forested watersheds (Ohmi and Mitchell, 1998). Runoff was lowest for a forested system (3%) followed by 1998a). Most nitrogen and phosphorus losses from winter wheat, spring pea, and continuous fallow plots were associated with sediment losses, and because more sediment was lost from the fallow fields, more nitrogen and phosphorus was lost from the noncropped fields than the cropped fields (Douglas et a1., 1998). Surface-applied litter production in Georgia demonstrated that composted broiler litter, as well as fresh litter, increased dissolved reactive phosphorus as a function of amount of phosphorus applied (Vervoort et a1., 1998). Silica and nitrate data collected in Canajoharie Creek in New York showed seasonal patterns suggesting that diatom growth reduces nitrate levels during summer (Wall et aI., 1998). Sediment is still the major stream pollutant in North Carolina, and Rudek et a1. (1998) outlined legislative and implementation failures that have not contained sediment pollution. Aquatic insect communities are good indicators of NPS pollu- slash/mulch (13%), plowed (17%), and pasture (31%) for subwatersheds in Matalom, Leyte, Philippines (Chandler and Walter, 1998). Researchers in China used a.distributed system of gauging stations on streams that feed the Yangtze to determine that most of the decreases in sedimentation are associated with the construction of reservoirs (Lu and Higgitt, 1998). In Uganda, Lindenschmidt et a1. (1998) collected water quality data to extrapolate nitrogen and phosphorus loads to Lake Victoria, and they found most of the nutrients delivered to the system are from NPSs. Pollution from silage effluent in Northern Ireland declined by 78% from 1987 to 1995 because of pollution prevention legislation, grants, and education (Lennox et a1., 1998). Spring snowmelt was the predominant hydraulic event for exporting nitrate (55%), phosphorus (37%), and sediment (71 %) in an agricultural watershed in Quebec (Lapp et a1., 1998). tion. When macroinvertebrate communities in an agriculturally impacted stream were compared to a nonimpacted stream, Delong and Brusven (1998) found that lower organic matter input and transportation and more algae reduced the number of macroinvertebrate species. In Montana, researchers found that macroinvertebrate diversity was greatest in wilderness areas and lowest in agricultural areas (Rothrock et a1., 1998). Different quantitative and qualitative tools are needed to determine impacts of agricultural NPS pollution. Researchers in Oklahoma, using a Matlock Pheriphytometer, determined that phosphorus, not nitrogen, is the limiting nutrient in woodland streams (Matlock et aI., 1998). An algal assay was used to determine the bioavailability of different phosphorus sources, and researchers found that the wastewater treatment plant effluent was more bioavailable (72%) than rainwater (26%) or erosion effluents (30%) (Gerdes and Kunst, 1998). Minimum detectable changes were calculated for pollutants from an agricultural watershed (Line et a1., 1998). To demonstrate significant changes caused by BMP implementation, sediment required approximately a 35% reduction, whereas nitrate concentrations needed to change by only 12.6%. Using an upland agricultural watershed in Pennsylvania, Gburek and Sharpley (1988) have begun to quantify the landscapescale hydrologic processes that control the movement of phosphorus into receiving waters. Juracek (1998) used analysis of lake bottom sediments to estimate pollutant source loading of phosphorus: 7% from point sources and 93% from NPSs. Researchers in France used cesium-137 to assess the magnitude of soil erosion in a 180-ha watershed; 41 % of the watershed was stable, 45% of the watershed had a net sediment loss, and 14% of the watershed gained sediment (Bernard et a1., 1998). Recreation often affects surface water quality. Sediment losses from forest trails were largest when trafficked wet rather than dry and from horse usage as compared to llama or people usage (Deluca et aI., 1998). Green (1998) measured higher bulk densities and more exposed soil in riparian campground areas than surrounding riparian areas leading to greater runoff and sedimentation from the campground area than lower use areas. Water quality is also of concern in many countries throughout the world. A hydrologic study in an agrarian watershed in the Himalayas demonstrated higher sedimentation and nutrient losses in the farmed portion of the watershed than the agroforestry or natural forest systems (Rai and Sharma, 1998). Researchers in Japan measured nitrate stream concentrations in fertilized forested watersheds at 300 f.LeqlL where 330 kg nitrogen fertilizer/ha was applied yearly as compared to stream nitrate concentrations of 160 Understanding soil erosion processes is essential for predicting and modeling sediment losses. Govindaraju (1998) found that the soil loss predicted from hillslopes is very sensitive to critical shear stress and soil erodibility. If these factors are not treated stochastica~ly, modeled soil erosion values can be under- or overpredicted. Lane et a1. (1998) conducted a review and concluded, "there is a severe limitation in our ability to understand erosion and sediment yield processes as a function of spatial scale." Researchers studying freezing property of soils have found that rill erodibility during soil freezing and thawing is highly transient and will affect the accuracy of simulation models during winter conditions (Van Klaveren ltnd McCool, 1998). Interrill sediment losses tend to have smaller particle size than the in situ soil matrix (Wan and ElSwaify, 1998). The authors indicated that the wash portion of interrill erosion, not the splash phase, produces the finer sediment losses from interrill erosion. A laboratory setup was established that will allow researchers to vary detachment and transport independently so that the different soil erosion processes can be better understood (Huang, 1998). Robinson and Cook (1998) used a hot-film anemometer to measure the hydraulic shear stress on a channel bed to predict the boundary stress approaching the overfall brink. Organically managed fields were only slightly less erodible than conventionally managed fields even though measured aggregate stability and earthworm populations were greater on the organic plots than the conventional plots (Siegrist et aI., 1998). Erosion rates on recently tilled Conservation Reserve Program fields were similar to conventionally tilled fields within I year (Gilley and Doran, 1998). Boardman (1998) described how plot data has been extrapolated and generalized for regional soil loss estimations and explained that regionalized soil erosion data can be extremely erroneous and misleading. Numerous articles were written related to storm water from urban environments. Field et al. (1998) outlined the U.S. EPA's wet-weather flow management and pollution control research needs and anticipated research directions for the next 5 years in the areas of characterization and problem assessment, watershed management, toxic substance impacts and control, control technologies, and infrastructure improvement. The U.S. Geological Survey published a report on precipitation, streamflow, and water quality data from selected sites in the city of Charlotte and Mecklenburg County, North Carolina, for 1995 to 1997 (Robinson et aI., 1998). Several articles specifically discussed research on first flush effects. Larsen et al. (1998) described results of a 2-year study in Aalborg, Denmark, which showed significant first flush effects. The paper also discussed the most appropriate way to characterize Literature Review 1999 1055 Fate and Effects of Pollutants the quality of outflow, using either the event average concentration or the accumulated event mass. Evidence for the existence and nature of the first flush load of pollution input to drainage systems in Belgrade, Yugoslavia, and Lund, Sweden, was analyzed using data on suspended solids, conductivity, pH, and temperature of storm surface runoff (Deletic, 1998). The author concluded that (1) the first flush, if strongly present at the end of a drainage system, is not generated by the first flush of pollution input, and (2) regression curves are not very reliable for prediction of the first flush load. Bertrand-Krajewski et al. (1998) studied 197 rainfall events in 12 separate and combined sewer systems for the first flush phenomenon using the dimensionless M(V) curves. The characteristics of the M(V) curves depended on the pollutant, the site, the rainfall event, and the functioning of the sewer system, factors which collectively prohibit the establishment of typical multiregression relationships to explain the curves' shape and variability. The authors discussed previous definitions of the first flush and surface water resources. Water samples were collected from three streams in the Mississippi delta during 1995 and analyzed for selected cotton and rice herbicides and their metabolites (Coupe et aI., 1998). The total concentration of eight herbicides and their metabolites exceeded 5 fJ.glL throughout most of the growing season, with a median total of 15 fJ.glL. The order of occurrence was molinate > fluometuron > cyanazine > metolachlor > norflurazon > atrazine > prometryn > propanil. EI-Dib and AbouWaly (1998) studied the biodegradation of two triazine and two phenylurea herbicides in Nile River water. A lag period was evident for all compounds but decreased after the first application. The addition of domestic wastewater decreased the lag period and the resulting degradation period. Donald et al. (1998) assessed the spatial and temporal variability in herbicide concentrations within the 7250-ha Goodwater Creek watershed, Missouri. Maps of herbicide distribution established that widespread, seasonal contamination of streams in the watershed was caused by NPSs. A study their application to the design of treatment facilities and proposed a new definition, as one in which at least 80% of the total pollutant mass is transported in the first 30% of the volume discharged during rainfall events. Deletic and Maksimovic (1998) presented results of continuous water quality monitoring of storm runoff into a single road inlet at two experimental catchments in Belgrade, Yugoslavia, and Lund, Sweden. Results indicated that (1) the antecedent dry weather period length has only a minor effect on road sediments washoff, but it has an influence on conductivity; (2) the first flush effect of suspended solids appeared only in a limited number of events; and (3) suspended solids loading rate was influenced by rainfall intensity and overland flow rate. Wu et al. (1998) studied runoff concentrations and pollutant discharge in the Piedmont region of North Carolina, while Barrett et al. (1998) monitored runoff in Austin, Texas. To characterize runoff from other urban sources, deHoop et a!. (1998) determined stormwater runoff quality from a log storage and handling facility in Louisiana. Ryals et al. (1998) studied the movement of fertilizers and pesticides from three southeastern North Carolina golf courses into surface waters. Increases in ammonium and nitrate from roof runoff in the city of Bayreuth, Germany were measured (Forster, 1998). In addition, polycyclic aromatic hydrocarbon concentrations were elevated near an emission source from an old heating system. Bucheli et al. (1998) conducted a study to determine the concentration of pesticides in roof runoff. Maximum concentrations originating primarily from agricultural use occurred during and right after the application periods. The study revealed that a major portion of the compounds washed out from the atmosphere may reach the groundwater, particularly if roof runoff is infiltrated directly into highly permeable zones of the subsurface. Roger et al. (1998) reported the distribution of particle sizes and the physical, chemical, and mineral characteristics of sediment contained in runoff water in the Herault region of France. Physical characteristics of solids transported in lateral pavement sheet flow from a heavily traveled roadway in Cincinnati were measured (Sansalone et al., 1998). Viklander (1998) described the physical and chemical characteristics of sediments in northern Sweden that had accumulated during winter and that were left at the surface when the snow had melted. Leeming et al. (1998) examined whether human fecal matter was the principal source of fecal pollution in storm water drains in Victoria, Australia, as measured by thermotolerant coliforms and enterococci. Several studies reported on the occurrence of pesticides in to assess the herbicide contamination of floodwaters and farmland resulting from the great flood of 1993 was conducted (Chong et a!., 1998). Concentrations of alachlor, atrazine, and cyanazine in water and suspended sediment samples, collected from August 1993 through December 1993, were below the health advisory concentration of 3 fLglL for all samples. Soil samples collected after flooding at two of three sampling locations had a 0.4 to 0.8 fJ.glkg increase in atrazine as compared to nonflooded sites. Battaglin and Goolsby (1998) developed multiple linear and logistic regression equations to model mean herbicide concentrations in reservoir outflow as a function of landuse, agricultural chemical use, climatic conditions, topographic character, and soil type of the drainage basin. There was a strong association between mean herbicide concentrations in reservoir outflow and herbicide use rates within associated drainage basins. An economic perspective on residential outdoor pesticide use was presented (Templeton et a!., )998). During the past 20 years, pesticides for non structural pests have been applied on residential landscapes of approximately 50% of all U.S. households. Typically, homeowners are less likely than farmers to use pesticides, read labels, and take precautions. These behavioral differences between household users and farmers reflect differences in the objectives and degree of market orientation of pest control, the scale of operations, and regulation. Several researchers conducted studies of specific pesticides and their effects on water quality. Lerch et al. (1998) presented research on the contribution of hydroxylated atrazine degradation products (HADPs) to the total atrazine load to streams in nine midwestern states. Atrazine metabolites accounted for nearly 60% of the atrazine load in northern Missouri streams at preplant. An experiment to assess the effects of postapplication irrigation depth and formulation (liquid or granular) on concentration and transport of diazinon in runoff from tall fescue was performed (Evans et aI., 1998). Postapplication irrigation depth had no effect on diazinon concentrations but increased diazinon mass transported caused by increased runoff volume. Mean runoff diazinon concentration for the liquid formulation was roughly double that of the granular formulation of diazinon. Groundwater. Wong et al. (1998) performed a Iysimeter study to evaluate the leaching losses of nitrate, ammonium, and phosphate fertilizer from golf course turfgrass. The current application rate of fertilizer on greens can create adverse environmental conditions on the surface water and groundwater caused by leaching losses of phosphate and nitrate. In another Iysimeter study conducted on com-alfalfa rotation cropland, researchers concluded that including alfalfa in a rotation with fertilized com would result 1056 Water Environment Research, Volume 71, Number 5 Fate and Effects of Pollutants in a considerable reduction in the amount of nitrate leaving a farm as leachate (Toth and Fox, 1998). Fenelon and Moore (1998) reported on the occurrence, distribution, concentrations, and pathways of agrichemicals in the Sugar Creek watershed, Indiana. They concluded that tile drains directly affected the water quality in Sugar Creek by transporting soil pore water and shallow groundwater containing high concentrations of nitrate and pesticides to the creek. In a study of bromide leaching under various cropping scenarios, the impact of crop type on the rapid movement of bromide was minimal, and there was greater potential for shallow groundwater pollution by nonadsorbed agrichemicals exists on medium-textured silt loam soils than previously believed (Iragavarapu et aI., 1998). Thomsen and Christensen (1998) evaluated the effect of cropping system and crop residue management on crop yield, nitrogen uptake, and nitrate leaching in a 2-year lysimeter study. Amounts of nitrogen exported in the crop rotation by nitrate leaching and plant uptake typically balanced the amounts of nitrogen applied in mineral fertilizer. In a study of phosphate transport in undisturbed soil columns, the positive correlation observed between concentration of dissolved orthophosphate and field effluent discharge rate was restricted to rainfall intensities that initiated preferential flow (Jensen et aI., 1998). Phosphorus transport increased the more dilute the percolating solution remained. Sims et al. (1998) presented a review of research on phosphorus leaching and export in subsurface runoff and presented overviews of ongoing research in the Atlantic Coastal Plain, the midwestern U.S., and eastern Canada. A lysimeter study of phosphorus and bromide transport in clay soil revealed that phosphorus losses were dominated by flux and that rainstorms had to reach a certain intensity to initiate total phosphorus and particulate phosphorus losses (Ulen et aI., 1998). Stamm et a1. (1998) investigated the phosphorus export from two drainage systems under intensively used grassland in a catchment of the Swiss Plateau. The discharge-concentration relationship indicated that phosphorus was transported through preferential flow paths extending from close to the surface to the drains. More than one-half of the yearly soluble reactive phosphorus load was leached from an artificially drained, phosphorus-enriched soil, and in the investigated watershed, leaching and not surface runoff was the most important mechanism for phosphorus transfer from soils to surface waters (Gachter et aI., 1998). To develop a model to estimate phosphorus export from cropland, Xue et al. (1998) studied dissolved phosphorus output from four tile drains in east central Illinois. For the study watershed, a first-order, one parameter equation could estimate watershed wide dissolved phosphorus export. Several studies were published that reported on groundwater quality of specific geographical areas. Massone et al. (1998) presented an analysis of the relationship between landuse and groundwater pollution in the suburban area of Mar del Plata, Argentina. Fifty wells in an area of 175 km2 were sampled, and the data revealed three elements that were endangering the quality of groundwater: horticultural activity, urban solid waste disposal sites, and wastewater disposal on land. A groundwater monitoring study initiated in the Herrings Marsh Run watershed, North Carolina, concluded that nitrate-nitrogen contamination of groundwater was not a widespread problem within the watershed (Stone et aI., 1998). Sixteen of 21 monitoring wells sampled within the watershed had mean concentrations of nitrate-nitrogen < 10 mglL. Zebarth et a1. (1998) evaluated spatial and temporal variation of nitrate contamination in a study area within the Canadian portion of the Abbotsford-Sumas aquifer that covers an area of 100 km2• Literature Review 1999 Agricultural production was cited as a primary contributor to elevated nitrate concentrations, which were observed over a wide portion of the aquifer. Steinheimer et a1. (1998b) studied a 40-ha field in the loess hills of southwestern Iowa to determine the impact of com production in ridge-tilled soils on nitrate loading in groundwater. Leaching resulted in the drinking water maximum contaminant level (MCL) being exceeded for several wells screened within the saturated loess. Because of relatively rapid conductance of both water and applied agrichemicals, the loess hills represent a vulnerable agricultural landscape on which nitrogen fertilization affects groundwater quality. A two-part study was conducted to evaluate the quality and safety of groundwater supplies in Ontario, Canada, farmstead domestic wells. In the first part of the study, Goss et al. (1998) sampled drinking water from domestic wells and found that approximately 40% of tested wells contained one or more of the target contaminants above the maximum acceptable concentration. For the second part of the study, Rudolph et a1. (1998) installed multilevel monitoring wells at 144 farms that were part of the first study. Results from the sampling were consistent with those obtained from the first part of the study, indicating the utility of water well survey data for assessing groundwater quality within the rural environment. The quality of groundwater in the Sierra Pelona watershed, California, was evaluated, and there were three patterns of nitrate contamination: (I) isolated wells affected by numerous, localized nitrate sources; (2) a tight cluster of wells, unusually low in other ions but consistently high in nitrate; and (3) moderate to typically consistent nitrate concentrations found over a large, diffuse region of the Sierra Pelona alluvial aquifer (Williams et al., 1998). Robins (1998) conducted a study to evaluate the quality of shallow groundwater in Northern Ireland, concluding that the relatively high rainfall in the area dilutes surplus nutrients, which, combined with the yearround moist soils with an active bacterial population, ensures that nitrate-nitrogen concentrations are generally low. Animal production facilities are often cited as sources of nutrients and bacteria that can contaminate groundwater. Stone et a1. (1998b) studied the change in groundwater and surface water concentrations of nitrogen and phosphorus as a result of a swine farm increasing its size from 3300 to 14 000 animals. Stream nitrate concentrations remained constant during warmer months but increased during colder months, along with increased nitrate concentrations in three of seven monitoring wells. A riparian zone on site reduced the effect of spray field groundwater nitrate concentrations and ammonia loadings in an adjacent stream. Scott et a1. (1998a) presented monitoring data on phosphorus and fecal coliforms measured under conditions of preferential flow through macropores and steep slopes that increase drainage in shallow, permeable soils on a hardpan. They concluded that under some conditions, the contaminant discharge from subsurface drains may have significant water quality effects on receiving waters. A lysimeter study was conducted to evaluate the potential for nitrate leaching losses under management intensive grazing (Stout et aI., 1998). The researchers concluded that if use of management intensive grazing continues to increase, the amount of nitrogen leached to the groundwater from beneath urine patches could become substantial and have on- and off-farm impacts. Based on information from ten swine farms and two dairy farms, the report concluded that the lagoon construction standards, or the process of implementing the standards, are apparently insufficient for the prevention of groundwater contamination. For an Ontario, Canada, field, significant amounts of bacteria can reach surface waters by infiltrating through the soil and traveling through subsurface tile 1057 Fate and Effects of Pollutants drains to the receiving waters, even under accepted liquid manure loading rates (Joy et aI., 1998). McMurry et al. (1998) conducted an experiment to evaluate the preferential flow of fecal coliforms through undisturbed soil blocks receiving poultry waste. They concluded that rainfall on a well-structured soil will cause the preferential movement of fecal bacteria, even with unsaturated conditions, and could contribute to fecal coliform concentrations in shallow groundwater. Stoddard et al. (1998) performed a field experiment to measure fecal coliforms and fecal streptococci in leachate from dairy manure-amended no-tillage and conservation tillage soils. The potential for groundwater contamination depended on soil structure and water flow more than on fecal bacteria survival at the soil surface. Repacked soil columns were used to study the movement of bacteria in unsaturated soils (Abu-Ash our et aI., 1998). A significant increase in the number of bacteria cells passed through a soil column when macropores were present and the soil was wet. A survey of surface and groundwater in Bangladesh for organochlorine insecticide residues indicated relatively little contamination above health guidelines, although increased usage may change these results (Matin et aI., 1998). Novak et al. (l998a) conducted a shallow groundwater survey during three years in a North Carolina Coastal Plain watershed, finding 91 % of the wells with no detection of 11 commonly used pesticides. A more widely distributed survey of groundwater in North Carolina found 23 pesticides or degradation products and a total of 26 of 97 wells with detections (Wade et al., ]998). No relationship was found between several leaching indices and the survey results. Kolpin et al. (1998) published a summary of 41 studies conducted by the U.S. Geological Survey which examined the occurrence of pesticides in groundwater from 1993 to 1995. Of the I 034 sites sampled, 54.4% had detectable residues, including atrazine (38.2%), deethylatrazine (34.2%), simazine (18.0%), metolachlor (14.6%), and prometon (13.9%). Drinking water standards were exceeded in only one we]1. In a related article, Ko]pin et al. (1998) examined and its major degradation product, 3,4-dichloroaniline, were monitored in rice field, and both were found to have very short half-lives of less than 2 days. Shapir et al. (1998) inoculated aquifer sediments with a strain of Pseudomonas sp. and determined that atrazine could be largely mineralized under nitratereducing conditions. The addition of a carbon source increased degradation rates, especially at high atrazine concentrations (10 ppm). A mixed culture of plant pathogenic fungi was determined to degrade the insecticide chlorpyrifos more quickly than any single culture of the eight fungi (AI-MiHanna et aI., 1998). The authors suggested that a soil with an active microbial population would be more effective in degrading pesticides. This theme was continued in a paper in which biodegradation rates of 2,4-dichlorophenoxyacetic acid (2,4-D) were determined at depths of 0 to 40 em and in the subsoil at 40 to 50 em (Shaw and Bums, 1998a). After 83 days, 50 to 60% of the 2,4-0 was completely mineralized in the top horizon, but the range was 5 to 56% in the subsoil. Inocu]ating the subsoil with topsoil brought the mineralization up to >50%, while nutrient and carbon source amendments did not. Mineralization correlated well with degradation rates, and uneven distribution in the subsoil was the explanation for the variable mineralization rates. Shaw and Bums (l998b) also examined the fate of 2,4-0 in soil columns under different irrigation flow rates and temperatures., and after mu]tiple applications. Reducing the flow from 1.8-cmJd to 0.9-cmJd increased degradation from 45 to 73%. Increasing the temperature from 4 to 20°C also significantly increased degradation rates and reduced leaching losses. Enhanced biodegradation was evident after multiple applications. Langer et al. (1998) also found degradation rates of 2,4-D were strongly influenced by residence time and pore water velocity. The authors indicated that changing the velocity could affect many aspects of the process of transport and degradation, resulting in no clear first-order rate constants for all conditions. Similarly, Frick et a!. (1998) found that a soil fumigant, methyl isothiocyanate, was more readily herbicide metabolites in Iowa groundwater and found them to be much more prevalent than the parent compounds. They recommended all herbicide investigations include these metabolites. A study of two soil fumigants, 1,2-dichloropropane (l,2-DCP) and 1,3-dich]oropropene in groundwater found the former in 32 of 40 locations but the latter in only one (Grove et aI., 1998a). Although these compounds had been banned for several years, the authors concluded there is a reservoir of 1,2-DCP in the soil, which is continuing to contaminate the aquifer. Springer and Bair (1998) injected a small amount of bromide, atrazine, and alachlor into shallow groundwater to determine natural-gradient transport. They found that atrazine and a]achlor were highly retarded, with retardation factors of 6.1 and 7.1, respectively. These values were two to three times larger than laboratory batch measurements. The relative leaching potential of trifluralin, meto]achlor, and metribuzin was determined in a silty clay loam soil using batch adsorption and soil column experiments (Kim and Feag]ey, 1998). As expected, the leaching potential order was trifluralin > metolachlor > metribuzin. Cogger et al. (1998a and 1998b) published two companion papers on the fate of simazine and carbofuran in alluvia] soils in western Washington. In the first, simazine had a half-life of 128 to 175 days and was found in monitoring wells at relatively low concentrations. Enhanced degradation reduced the leaching risk of carbofuran and residues in monitoring wells declined each year. In both cases, nonequilibrium adsorption appeared to increase persistence compared to predictions using the PRZM model. Propanil leached with more frequent water application or decreasing lag times between injection and water application. Significant volatilization losses occurred when water application was delayed, with up to 30% lost by this route. Overall, they concluded that rapid degradation and volatilization would preclude significant leaching of this compound under most conditions. Streptomyces sp. exhibited the ability to degrade atrazine in sterile soil, particularly when it is amended with substrate (chitin and cornstalks) and phosphate (Fadullon et aI., 1998). A soil amendment reported to have fertilizer and insecticidal properties, neem cake, was tested in the laboratory for effects on the persistence of two insecticides, diazinon and endosulfan (Akhtar et aI., 1998). The neem cake appeared to reduce degradation rates of both compounds when applied at rates of 1 to 3 tons ha -I. The effect of tillage practices on alachlor dissipation and leaching was studied in both soil columns and field samples in Iowa (Weed et aI., 1998). The half-life was 3 days or less, with 90% dissipated within 17 to 30 days. Leaching losses below 30 em were somewhat greater in no-till (1.4%) compared to chise]-plow tillage (0.4%), but dissipation rates were somewhat higher. Sorption processes were studied under a number of conditions and using various approaches. Johnson and Sims (1998) compared two methods of measuring adsorption of atrazine and dicamba: soil thin layer chromatography (soil-TLC) and batch equilibrium. The resulting adsorption coefficients (Kd) were significantly different, and they suggested the soil- TLC better represented the processes that occur in the field. Hu and Brusseau (1998) examined the 1058 Water Environment Research, Volume 71, Number 5 Fate and Effects of Pollutants interactions of sorption processes with biodegradation to describe the transport of 2,4-dichlorophenoxyacetic acid in soil columns. Both nonlinear and rate-limited sorption was evident when solute concentrations were increased. Using non sterile soil columns, they demonstrated that adding the biodegradation component enhanced soil interactions to retard leaching. The interactions among specific soil components and atrazine, deethylatrazine, and hydroxyatrazine were described (Moreau-Kervevan and Mouvet, 1998). Hydroxyatrazine was more highly adsorbed than the other two chemicals on all three components tested: iron oxides, clays, and humic acid. Humic acid was more adsorbent for all three compared to mineral components. In a similar study, the adsorption characteristics of three imidazolinone herbicides were determined on humic acids and soils (Gennari et al., 1998). These compounds can carry positive, negative, or no charge depending on pH. Little adsorption occurred on soils of neutral pH. Imazapyr and imazaquin adsorbed similarly and less than imazethapyr, and organic malter, amorphous iron oxides, and iron-organic complexes all seemed to provide some adsorption. Atrazine and metolachlor were more easily desorbed when applied to soil at the same time or in a commercial mixture, suggesting greater mobility under these conditions (Farenhorst and Bowman, 1998). In a similar study, Martins and Mermoud (1998) found that adsorbtion and biodegradation decreased when four nitroaromatic herbicides were introduced as a mixture compared to each one alone. Increased ionic strength of the solute increased sorption, suggesting soil solution chemistry can affect the herbicide-soil interactions. This concept was further explored in an examination of the effects of naturally occurring aromatic acids on two synthetic compounds used as models of common pollutants (Xing and Pignatello, 1998). Sorption of the two synthetic compounds was reduced up to 42% by concentrations of the aromatic acids similar to those under natural conditions. The sorption sites were primarily on the soil organic matter fraction. One aspect of adsorption in soil has been largely ignored but may be important, according to Liu et al. (1998). They found that cyanazine can be bound by microbial biomass in culture, resulting in potentially erroneous conclusions that degradation occurred. Metolachlor did not exhibit this behavior. BMPS FOR NPS CONTROL Monitoring studies of agricultural BMPs included projects to evaluate pollution prevention, trapping, and remediation techniques at the field and watershed scales. Gascho et al. (1998) reported that liquid fertilizers were not as susceptible to surface runoff as solid fertilizers in corn plot studies in Georgia. Bengston et al. (1998) measured nutrient and pesticide runoff from sugarcane fields in Louisiana under varying application rates and found large differences in runoff water quality depending on inputs. Rye winter cover crops cannot be counted on to reduce nitrate leaching in Mid-Atlantic states based on research in corn production systems in Delaware (Ritter et aI., 1998). Ertl et al. (1998) reported that low phytic acid corn grain fed to chickens resulted in reduced phosphorus in the poultry waste to be released into the environment. Sprinkler irrigation on cropland caused greater watershed runoff of sediment, nutrients, and pesticides than furrow irrigation methods in Washington (Ebbert and Kim, 1998). Conservation tillage practices increased runoff and reduced soil loss from com and soybean fields in Missouri (Ghidey and Alberts, 1998). Bjorneberg et al. (1998) reported reduced subsurface drainage of nitrogen for no-tillage practices combined with split nitroLiterature Review 1999 gen fertilizer applications on corn and soybeans in Iowa. Research on chemical leaching in Ontario corn fields indicated no effects of tillage on groundwater nitrate (Patni et al., 1998) and increased atrazine leaching under no-tillage compared with conventional tillage (Masse et al., 1998). Schreiber and Cullum (1998) reported higher nutrient concentrations in surface runoff from a no-till soybean watershed in Mississippi than from a similar conventional-till watershed. Uri (1998) reported that the profile of a farm adopting conservation tillage in 1987 had above average slope and experienced above average rainfall. The farm was a cash grain enterprise, and it had an above average expenditure on pesticides and below average expenditures on fuel and custom pesticide applications. Franti et al. (1998) and Mickelson et al. (1998) measured herbicide runoff from tile-outlet terraces in Iowa, Nebraska, and Missouri and found that soil incorporation and no-tillage were more effective in reducing herbicide losses than were setbacks. Watertable management was effective in reducing pesticide leaching in Quebec (Jebellie and Prasher, 1998) and nitrate leaching in Ontario (Tan et al., 1998). Brown et al. (1998) reported soil loss reductions up to 98% when Idaho furrow irrigation systems were treated with straw and cottage cheese whey. Lentz et al. (1998) and Sojka et al. (1998a and 1998b), evaluated the effectiveness of polyacrylamide (PAM) for erosion control in furrow irrigation systems in Idaho and reported large increases in infiltration and decreases in sediment, phosphorus, and organic material transport from treated fields. Aase et al. (1998) found that PAM applied to soil through sprinkler irrigation systems reduced runoff and erosion. Perrin et al. (1998) reported nitrogen leaching reductions from sandy soils treated with the zeolite mineral, c1inoptilolite. The nitrification inhibitor dicyandiamide (DCD) was effective in reducing nitrate leaching in Iysimeters treated with high nitrogen dairy farm effluent in New Zealand (Williamson et al., 1998). Ginting et al. (1998a and 1998b) studied corn yield, runoff, and sediment and nutrient losses affected by beef cattle manure and tillage management systems in Minnesota and found that ridge tillage and manure applications were beneficial to water quality. Gilley and Edhball (1998) reported environmental benefits of beef cattle manure and compost applied to grain fields in Nebraska under no-till and tillage conditions. A watershed monitoring study in Quebec indicated significant reductions in phosphorus and bacteria following implementation of animal waste management BMPs (Gallichand et al., 1998). Grass buffer strips were effective in reducing wheat fertilizer runoff in England (White et al., 1998), dairy loafing lot runoff in Virginia (You nos et al., 1998), beef cattle pasture runoff in Kentucky (Lim et al., 1998), swine lagoon wastewater runoff in Alabama (Hawkins et aI., 1998), and poultry waste runoff in Kentucky (Coyne et al., 1998). Pollutant reductions measured in these studies were as high as 98%, with variations related to pollutant loading, buffer length, and site conditions. Hubbard et al. (1998) found that grass buffers in combination with established riparian forested buffers were very effective in assimilating swine waste lagoon wastewater runoff in Georgia. Water quality benefits of riparian forested buffers were demonstrated for nutrient reductions in Virginia (Snyder et al., 1998), nutrient and pesticide reductions in Kentucky (Barfield et al., 1998), and phosphorus retention in Rhode Island (Lyons et aI., 1998). Gold et al. (1998) and Jacinthe et al. (1998) found that concentrated organic matter regions in forested riparian buffers have a great impact on nitrate removal and microbial nitrogen transformations in Rhode Island. Runoff 1059 Fate and Effects of Pollutants dispersal in forested filter zones in North Carolina increased denitrification potential but did not result in higher denitrification caused by limited carbon availability (Verehot et aI., 1998). Whichert and Rapport (1998) used fish community structure monitoring to show the value of reestablishing riparian buffers in agricultural watersheds in Ontario. The performance of constructed wetlands in treating poultry wastewater was shown to improve with increasing temperature in Alabama (Hill and Payton, 1998). Ingersoll and Baker (1998) found that the nitrate-removal performance of constructed wetlands increased with increasing carbon addition and decreasing hydraulic loading rates in Arizona. Hill and Sobsey (1998) measured large bacterial and viral indicator reductions in North Carolina swine wastewater treatment systems, including anaerobic lagoons and constructed wetlands. Lusby et aI. (1998) reported that plants played a central role in the ammonium processing capacity of lake edge wetlands in New Zealand. Agricultural watershed runoff treatment by pond systems in China depended on pond storage capacity, rainfall, and irrigation (Yan et aI., 1998). Forest harvesting BMPs greatly improved water quality in Kentucky watersheds (Arthur et aI., 1998). Amatya et aI. (1998) reported nutrient and sediment export reductions in North Carolina pine plantation watersheds using controlled drainage. Grace et al. (1998) found large reductions in sediment yields resulting from the use of erosion mats and grasses on constructed forest roads in Alabama. Stream channel migration and resulting sedimentation was much higher for un forested streambanks than for forested banks in Missouri (Burckhardt and Todd, 1998). Rice and Kadavy (1998) presented design criteria for a structural low-drop grade-control North Carolina can be effective for removal of nutrients, particularly during summer months and with high pollutant loadings. Duckweed mixtures were effective in removing nitrogen and phosphorus in an urban storm water constructed wetland in Minnesota (Perniel et aI., 1998). A 90% removal efficiency was achieved for TSS, COD, BOD, hydrocarbons, and E. coli from combined sewer overflow outlet serving a treatment process using a storage basin, chemical flocculation, sludge removal, sand filtration, and UV disinfection (Laine et aI., 1998). A Lamellae settler prototype removed 70% suspended solids and 60% COD in urban stormwater runoff (Bridoux et aI., 1998). Pisano (1998) described a flow gauge tested in Germany to collect storm overflows from combined sewer systems. A diverse set of innovative and alternative onsite wastewater treatment systems were discussed in a series of papers (Sievers, 1998), as well as failure analysis, site and soil evaluations, education and training, regulations, and water quality issues. Katers and Zanoni (1998) proposed a modified conventional septic tank system that allows for a biological growth column for nitrification, followed by an anoxic zone for denitrification. structure intended to stabilize degrading stream channels. Methods to treat urban stonnwater were investigated. Thorolfsson (1998) outlined an increased acceptance in Norway to mimicking natural processes (e.g., infiltration and ponds) for urban storm water control and restoring the natural function of the watershed streams. D' Arcy et aI. (1998) suggested that control of nonpoint pollutant sources in the U.K. can be accomplished by a combination of government bans and tax incentives, which have resulted in a decrease in chlorinated hydrocarbons and lead, as well as voluntary efforts based on educational guidance on cost-effective BMP effectiveness. Barrett et al. (1998a) demonstrated that highway medians can act as effective vegetative filter strips and remove greater than 85% of suspended solids and 68 to 93% of turbidity from highway' runoff. In contrast, total suspended sediment removal from highway construction sites by geotextile silt fences was solely related to the detention time of the impounded runoff behind the fence with no sediment removal resulting from filtration (Barrett et aI., 1998b). Concurrently, the silt fences did not reduce turbidity. Stormwater detention ponds were effective at reducing solids and particle-associated pollutants (e.g., TSS and lead) from highway runoff but did not reduce dissolved pollutants (Pettersson, 1998). Pollutant removal benefits of decentralized stormwater treatment with conversion of retention basins to soil filtration systems (Sieker and Klein, 1998) or vegetative swale/trench-soiV gravel infiltration systems (Sieker, 1998), as compared to centralized storm water treatment systems, were discussed. Przepiora et aI. (1998) demonstrated significant reductions in discharge water turbidity (to <50 NTU) from sediment basins equipped with a floating skimmer device by using moulding plaster (CaS04'O.5 H20) as a chemical flocculant. Borden et aI. (1998) demonstrated that wet detention ponds in the measured daily erosion series. Both measured and predicted frequency curves fell within the 95% confidence range of a Log Pearson Type III distribution, even using synthetic weather series generated with the CLIGEN model. A model was developed to predict interrill sediment delivery (Zhang et aI., 1998 and I 998b ). The model showed that among the parameters of discharge, rainfall intensity, and slope steepness, discharge had the greatest correlation with sediment delivery; neither discharge nor rainfall alone could adequately simulate interrill sediment delivery. Lisle et al. (1998) used a stochastic sediment transport model to establish a theoretical link between the Hairsine-Rose erosion model and the bedload model of H. Einstein. A method was provided for improving SWAT (soil and water assessment tool) stream runoff prediction in ungauged watersheds (Manguerra and Engel, 1998). Grove et al. (l998b) compared composite versus distributed approaches to estimating a NRCS curve number (CN). Simulations indicated that significant errors occurred when composited rather than distributed CNs were used. Combining experimental data and simulated water quality impacts of farming systems using SWAT, Qiu and Prato (1998) estimated the water quality benefits of riparian buffers. Results strongly supported the development and maintenance of riparian buffers. Chen et aI. (1998a and 1998b) developed a series of computational procedures identifying the geometric relationships among the sun position, stream location and orientation, and riparian shading characteristics to develop SHADE. The SHADE-generated data solar radiation data are used by HSPF to simulate hourly stream temperatures that can be used for relating riparian forest management to stream temperature. The critical data requirements for predicting erosion and sedimentation in western mountain drainage basins were discussed (Dunne, 1998). Despite short baseline monitoring periods and less than four years of highly variable 1060 NPS MODELING AND MONITORING Modeling. Mahamah (1998) discussed the most frequently used assumptions in quantitative water quality models, including steady-state, complete-mixing, and first-order kinetics. Baffaut et al. (1998) analyzed frequency distributions of measured daily soil loss values to determine if the Water Erosion Prediction Project (WEPP) model accurately reproduced statistical distributions of Water Environment Research, Volume 71, Number 5 Fate and Effects of Pollutants data, analytical methods consistently verified phosphorus reductions from BMPs for a wide range of cropping systems in south Florida (Rice and Izuno, 1998). Srivastava et a1. (1998) conducted a study to validate an event-based model that simulates soluble nutrient transport in vegetative filter strips using data from a field plot. Accurate prediction of infiltration and runoff was critical for accurate prediction of mass transport. Sedimentation algorithms in the WEPP-SIE (Surface Impoundment Element) were discussed and verified (Lindley et aI., 1998a). WEPPSIE performed adequately with 11 field data sets with an average trapping efficiency prediction error of 5.5%. The WEPPSIE model also performed accurate hydraulic routings for impoundments covering a wide range of geometries and outflow structures (Lindley et a1., 1998b). Meals and Budd (1998) used landuse data, an export coefficient model, and a regional hydrologic database to estimate NPS phosphorus loads to Lake Champlain. Agriculture contributes 66% of the annual NPS phosphorus load, and urban and forest land contribute 18 and 16%, respectively. Mass balance and dynamic simulation modeling could describe the phosphorus cycling, storage, and export for watershed ecosystems over a range of spatial and spatial analyses of pollutant runoff loads in agricultural watersheds (Ha et aI., 1998). Historical landuse and dairy herd data were synthesized with hydrologic model 'simulations and soluble phosphorus concentration data to investigate trends in the watershed phosphorus loading to streams (Scott et aI., 1998). Soluble phosphorus loading was heavily influenced by manure application, particularly on com land. Sun et al. (1998a) used the FLATWOODS model to evaluate the hydrologic impacts of forest harvesting on Florida flatwoods. Simulations suggested that pine flatwoods are hydrologic storage areas where groundwater table dictates the surface runoff. In another study, the FLATWOODS was used to model the forest hydrology of wetland-upland ecosystems in Florida (Sun et aI., 1998b). Davis et a1. (1998) presented the catchment management support system (CMSS) to assist in preparing nutrient management plans in Australia. Atkinson et a1. (1998) developed procedures to allow linkages between finite-difference hydrodynamic and water quality models having different temporal and spatial scales by defining values for the mean flow and dispersion coefficients. Results from a case study were used to confirm the validity of the procedures. A methodology was developed for determining the time scales (Cassell et aI., 199&). Tufford et a1. (199&) developed multiple regression models relating landuse to in-stream concentrations of total nitrogen and phosphorus in eight watersheds on the coastal plain of South Carolina. All models except two were significant at P < 0.05. Kinnell and Risse (1998) demonstrated that the USLE-M (universal soil loss equationModified) offers an improvement over the USLE because it is better suited to predicting erosion caused by small to medium storm events. The RUNOFF simulation model was used to estimate sediment yield from an agricultural watershed in China (Van Liew, 1998). RUNOFF estimated sediment yields to within ±30% of the measured values for 20 out of 24 events. Yu and Schwartz (1998) developed a physically based, distributed-parameter model, the basin-scale hydrologic model (BSHM), for predicting the hydrologic response from large drainage basins. Heng and Nikolaidis (1998) developed a physically based, energy driven, multiple landuse, distributed model called NTT -Watershed (nutrient transport and transformation). The NTT-Watershed model was capable of capturing the hydrologic portions of the nitrogen dynamics and could be used to develop BMP strategies to reduce nitrogen export from a watershed. A mass balance approach was implemented to predict nutrient fate of manure from beef cattle feedlots in a Visual Basic framework (Eigenberg et al., 1998). Fraser et a1. (1998) presented GIS-based transport model (SEDMOD) that provides an index of pathogen loading potential from NPSs to streams. Procedures for designing grid-cell layouts using geostatistical methods were applied to the agricultural nonpoint source pollution (AGNPS) model (Brannan and Hamlett, 1998). The authors concluded that further development and application of the geostatistical methods will lead to greater improvements in the simulation accuracy of spatially distributed models including AGNPS. Whittemore (1998) provided an overview of U.S. EPA's better assessment science integrating point and nonpoint sources (BASINS) model. BASINS was developed by the U.S. EPA to help states develop total maximum daily loads (TMDLs) in a GIS environment. Loague et al. (1998) discussed the challenge of predicting NPS pollution and how GIS can assess soil and groundwater contamination by pollutants. A GIS model was developed for 1998). In general, the decision risk increased as the input variation increases. Williams (1998a) presented a conceptual model to estimate the concentrations of pesticides appearing in surface waters following their application as part of agricultural production. The model specifically addresses soils that are prone to bypass flow and require artificial subsurface drainage. The author tested this model against data collected from a catchment study (Williams, 1998b). The model provided estimates of observed data within an order of magnitude for both the total pesticide loss and peak concentrations. Modeling pollutant movement go groundwater continues to be the subject of research. Navulur and Engel (1998) showed that the DRASTIC and SEEPAGE models are valuable as screening tools by comparing modeling results with well water quality data from across the state of Indiana. A stochastic model for the evaluation of the vulnerability of soils to nitrate leaching considering the soil, water, and crop management conditions of the area was used to map the nitrate leaching hazard of areas in Hungary (Nemeth et a!., 1998). Trabada-Crende and Vinten (1998) applied the nitrogen cycle models ANIMO and N-CYCLE to a nitrate vulnerable zone area in Fife, Scotland, and determined that achieving a nitrate concentration which complies with the EC legislation would require replacing all current intensive rotations in the catchment with only cereals and grass. A neural network model was used successfully to simulate nitrate leaching in agricultural drainage under various management systems (Kaluli et al., 1998). Pang et al. (1998) validated the CERES-Maize model using 2 years of experimental nitrate leaching data and then used the model to show that an irrigation trigger deficit as low as 30% had little effect on com yield but significantly reduced nitrate leaching over the 31 years of the simulation. After calibrating and validating the nitrogen and carbon cycling in soil and water and plant (NCSW AP) model using data from a silt loam soil of central Pennsylvania, Jabro et a!. (1998) concluded that the model accurately simulated water flow and total annual nitrate leaching below the I-m depth under an orchardgrass pasture. The nitrate leaching and economic analysis package (NLEAP) was modified to simulate the effects of crop rotations and other management practices on nitrate leaching below the root zone (Delgado et aI., 1998a). Delgado et al. (l998b) calibrated and Literature Review 1999 decision-making risk from AGNPS simulations (Parson et aI., 1061 Fate and Effects of Pollutants validated the NLEAP model using an extensive data set from south central Colorado and used the model to demonstrate that the net process of nitrate leaching can be reversed when BMPs are implemented. The NLEAP model was used to show that, with a careful and conservative nitrogen management strategy, a consistently low annual field nitrogen balance, and thus a low nitrate leaching potential can be maintained on a central Pennsylvania dairy farm (Saporito and Lanyon, 1998). A particulate phosphorus submodel (PARTLE) for the GLEAMS model was developed and tested by (Shirmohammadi et aI., 1998). The submodel PARTLE provided reasonable estimates of particulate phosphorus loss via drain tiles for a structured clay soil in southwest Sweden. Stone et al. (1998c) used the GLEAMS model to simulate nitrate concentrations in row crop and swine waste spray fields in Coastal Plain watershed of North Carolina and concluded that the model could be used to predict nitrate loading to groundwater for similar conditions. The GLEAMS model was applied using input data derived from GIS analysis to show that the amount of animal waste produced in some areas of the Tuscany valley of Italy was too much for disposal on agricultural soils with no risk to groundwater (Garnier et aI., 1998). Alternative agricultural practices such as reducing fertilizer inputs by crediting the amount of nitrogen in irrigation water and alfalfa were shown to reduce nitrate leaching while maintaining crop yields in simulations using the erosion productivity calculator (EPIC) mode] (Ramanarayanan et aI., 1998). Nitrate leaching in sandy loam soil under no-till, reduced till, and conventional tillage practices as predicted by the LEACHM-N and NTRM models was within one standard deviation of observed leaching; however, further improvements in the models are still needed partly because of the models' inability to differentiate between tillage practices (Dodds et aI., 1998). A number of articles were published on the subject of various approaches to predicting pesticide movement to ground or surface water. Mills and Simmons (1998) used several experimental designs in both the laboratory and field to develop data on three compounds for subsequent modeling. They concluded that PRZM model results compared adequately to the measured results. The fate of fenamiphos and two metabolites was measured in a field study in the Coastal Plain of the southeastern U.S., and the data were then compared to GLEAMS model results (Truman et aI., 1998). The authors found that, with calibration, GLEAMS could predict the fate of these compounds. The major route of loss was determined to be in subsurface lateral flow. Suzuki et al. (1998) measured 19 pesticides in soil, runoff, tile drains, and groundwater from a golf course in Japan. They compared the field data to three published leaching indices and to a simple laboratory assay and found mixed results. Diaz-Diaz et a1. (1998) developed maps of leaching potentials for four pesticides used in banana production in the Canary Islands to rank relative risks for groundwater contamination. No verification using groundwater data was attempted. Urban runoff water quality models are infrequently used by managers because they are relatively costly and inaccurate (Ahyerre et aI., 1998). Examining the reasons for inaccurate predictions from urban models, Gaume et al. (1998) used a global approach to input parameter estimation to demonstrate that the lack of measured data and their relative redundancy cause an interaction between parameters, which hinders calibration and prediction accuracy. However, the physically based pollutant routing over urban watershed (PROUW) model was calibrated, then used to simulate, with reasonable accuracy, the overall runoff and pollutant generation from a 66.2-ha urban watershed in Japan (Haiping 1062 and Yamada, 1998). Osuch-Pajdzinska and Zawilski (1998a) developed a new deterministic urban runoff model and calibrated and verified its usefulness in caleulating hydrographs and pollutographs for a 300-ha mixed industrial and residential catchment (Osuch-Pajdzinska and Zawilski, 1998b). The macro model was used to show that the control of pollutant runoff from urban NPS was significant in protecting the water quality of Lake Biwa, the largest lake in Japan (Ichiki et aI., 1998). By applying linear regression to stormwater runoff data from an expressway in Austin, Texas, Irish et al. (1998) determined that processes responsible for the generation, accumulation, and washoff of pollutants such as oil and grease and total suspended solids were constituent specific. Observed and modeling data were used to show that urban land surfaces rather than direct deposition from air are the primary sources of most gasoline-related volatile organic compounds found in urban waters (Lopes and Bender, 1998). Lee et al. (1998) developed a steady-state model to assess the fate of household chemicals dumped into septic systems. Model simulations were in good agreement with observed field data for tartrate monosuccinate, tartrate disuccinate, and orthophosphorus. A surface-to-subsurface two-dimensional model that employs a streamline-equipotential flow-net submodel was developed as a tool for helping design trench infiltration basins (Guo, 1998). Shukla et al. (1998) developed an attenuation factor (AP) screening model that combines several layers of data from a GIS to assess the vulnerability of groundwater to pesticide contamination. The AF mode] was able to identify most of the frequently detected pesticides in an experimental watershed. Clopyralid distributions in tile drainage water simulated using the LEACHM model were reported to be in good agreement with observed distributions in a study conducted on irrigated land in Saskatchewan, Canada (Elliot et aI., 1998). Hanson et al. (1998) reviewed the processes and many studies involving the root zone water quality model (RZWQM) and concluded that the model is useful for evaluating management practices including tillage; irrigation; fertilizer, manure, and pesticide applications; tile drainage; and crop rotations. Simulated annual losses of atrazine from subsurface drains under cornfields using the RZWQM were within -9.9% for modified no-till and 12.0% for moldboard plow of observed values (Kumar et aI., 1998a). Kumar et al. (1998b) also showed that the RZWQM was capable of predicting nitrate leaching to a depth of 1.2 m resulting from swine manure application with subsequent chisel plow incorporation. Employing a rigorous stepwise evaluation procedure Thorsen et al. (1998) demonstrated that pesticide leaching models such as MACRO, which include a preferential flow component, passed the validation criteria without calibration, whereas models without preferential flow components require calibration to mimic the influence of macropores. Using results from Iysimeters, a dynamic pesticide leaching model that considers bypass flow in macropores could reproduce the spatial distribution in the soil profile of two herbicides with different sorption behaviors (Stange et al., 1998). Kalita et al. (1998) reported that reasonable agreement was obtained between observed and predicted concentrations of atrazine and alachlor for 3 years of study; however, in a few cases, observed and predicted values varied widely. When site specific inputs were used, the pesticide transport assessment (PESTRAS) model predicted ethopos and bentazone movement in a cropped field with sandy soils within the 95% confidence intervals of the observed data (Tiktak et aI., 1998). Monitoring. Strecker (1998) suggested that U.S. EPA-funded Water Environment Research, Volume 71, Number 5 Fate and Effects of Pollutants BMP effectiveness studies utilize standard data collection, report- ing, and analysis methods. For example, he suggested including a standard list of pollutants (TSS, BOD, COD, TP, SP, TKN, N02 + N03, copper, lead, and zinc), verifying flow measurements and composite techniques, measuring appropriate watershed and hydrology variables, reporting concentration as event mean concentrations (EMC), and calculating BMP efficiency as a comparison between the average EMCs between the inflows and outflows. Field methods to measure hydrologic conditions were examined. A modified drop-box weir was tested for suitability in sedimentladen flow measurements for small watershed and plot studies (Bonta, 1998). Fankhauser (1998) demonstrated that the size of a tipping bucket rain gauge is not a large source of measurement error but that a precise static calibration is important for accurate rainfall measurements. Monitoring discharge and collecting flowweighted water samples at multiple runoff plots was accomplished by a distributed data acquisition system controlled by a host computer, eliminating the need for multiple data loggers (Burcham et aI., 1998). Johnson (1998) successfully measured instream turbidity in both the low and high turbidity ranges with a laser-based reflectometer. Edwards (1998) developed a sensor for a combined test of color and turbidity. The number of purge cycles required to obtain a representative well sample for pesticide analysis varied as a function of local recharge area, but a minimum of one purge cycle was required (Novak and Watts, 1998b). Kotlash and Chessman (1998) determined that changes in measured concentrations of nitrogen and phosphorus occur if water quality samples are left without preservation (refrigeration or acidification) for more than 2 days. In contrast, Allen-Diaz et al. (1998) demonstrated that water quality samples collected in remote watershed studies can be stored un refrigerated for a week (e.g., in automatic samplers) and refrigerated for up to 1 month without acid preservation and still allow for accurate measurements of nitrate, orthophosphate, pH, and conductivity. Lab analysis procedures related to monitoring were examined. A new method for measuring low concentrations of ammonia was tested (Meredith et aI., 1998). Alonso et al. (1998) demonstrated similar fecal and E. coli coliforms detection levels using a new medium, Chromocult Colifrom agar, as compared with the standard methods membrane filtration fecal coliform medium; however, lowering the incubation temperature from 44.5 to 41 °C was thought to minimize false negatives for some metabolically injured fecal coliforms. Immunoassays were successful as a screening tool for atrazine levels of 0.02 I1glL for water samples and 0.005 I1g1kg for soil samples (Amin et aI., 1998). Several authors discussed appropriate statistical analysis of water quality data. For analysis of censored data (below detection limit), Clarke (1998) demonstrated that substitution of a constant, such as one-half the detection limit, for nondetect data was the best method for small sample size comparisons, even with a high percentage of nondetects. Parkhurst and Stern '(1998) demonstrated that taking the average of the actual sample counts, including zeros, and then weighting by sample volume provided the best estimate of upper confidence limits for the true average concentrations of Cryptosporidium. Hamed and Rao (1998) presented a modified Mann-Kendall trend test that adjusts the variance of the test statistic for the effect of autocorrelation and therefore is valid in a hydrologic time series. Monthly data over a lO-year timeframe was a sufficient sample frequency to detect a trend greater than 15% of the variance using Literature Review 1999 a seasonal Mann-Kendall test modified to account for autocorre- lation (Thas et al., 1998). D.E. Line, G.D. Jennings, R.A. McLaughlin, D.L Osmond, W.A. Harman, L.A. Lombardo, K.L. Tweedy, and J. Spooner are part of the North Carolina Cooperative Extension Service at North Carolina State University. 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