2000
DOI: 10.13031/2013.3008
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Animalwaste BMP Impacts on Sediment and Nutrient Losses in Runoff From the Owl Run Watershed

Abstract: N onpoint source pollution is transported primarily by runoff from urban, agricultural, mining areas, and construction sites. Agricultural activities are being increasingly blamed for deterioration of surface and ground water resources in the United States. Significant progress has been made in developing technologies for controlling point sources, while until recently nonpoint sources of pollution had been relatively neglected. Runoff carries sediment, organic matter, bacteria, pesticides, metals, nutrients, … Show more

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Cited by 49 publications
(40 citation statements)
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“…Official records have been utilized to compare the impacts of different densities of BMP use on measured water quality parameters at the subwatershed level (Yates et al 2007) and to compare water quality conditions at the farm and watershed scale between pre-versus post-BMP imple- mentation time periods (Brannan et al 2000;Currens 2002;Gitau et al 2008). Although standard watershed process models such as SWAT, AnnAGNPS, and GLEAMS have mainly been used to simulate the effects of hypothetical patterns of BMP usage (Arnold et al 1998;Heathman et al 2008; Thomas et al 2007), a growing number of researchers have worked to incorporate information about the types and locations of actual BMP behaviors into these process models at both the field and watershed levels and to compare simulated versus measured water quality outcomes associated with these real-world conservation behaviors (Bracmort et al 2006, Easton et al 2008 Rao et al 2009;.…”
Section: Abstract: Best Management Practice (Bmp) Implementation-maimentioning
confidence: 99%
“…Official records have been utilized to compare the impacts of different densities of BMP use on measured water quality parameters at the subwatershed level (Yates et al 2007) and to compare water quality conditions at the farm and watershed scale between pre-versus post-BMP imple- mentation time periods (Brannan et al 2000;Currens 2002;Gitau et al 2008). Although standard watershed process models such as SWAT, AnnAGNPS, and GLEAMS have mainly been used to simulate the effects of hypothetical patterns of BMP usage (Arnold et al 1998;Heathman et al 2008; Thomas et al 2007), a growing number of researchers have worked to incorporate information about the types and locations of actual BMP behaviors into these process models at both the field and watershed levels and to compare simulated versus measured water quality outcomes associated with these real-world conservation behaviors (Bracmort et al 2006, Easton et al 2008 Rao et al 2009;.…”
Section: Abstract: Best Management Practice (Bmp) Implementation-maimentioning
confidence: 99%
“…As summarized in Table 4, the wetness class-based (e.g., wetness class 2 equals A f -values in the range of 0.1-0.2) comparison of A f -values predicted based on the 24 h projections with A f,t -values agreed in more than 50% of the days in all classes and in more than 67% of the days when large storm events occurred resulting in runoff contributions from 40% to 60% (wetness classes [4][5][6]. The percentage of days where A f -values predicted based on the 48 h projections with A f,t -values agreed is lower, indicating that the 48 h precipitation forecast of the GFS MOS projections is, in general, quantitatively less reliable.…”
Section: Accuracy Of Hsa Predictions For Salmon Creek Watershedmentioning
confidence: 97%
“…The overall effective storage of the watershed was calibrated to baseflow-separated runoff (S = 20 cm). Based on S the maximum effective soil moisture storage, σ e,j , for each wetness class was determined using Equation (5). The baseflow recession coefficients for the summer (May-October) and winter season (November-April) were calibrated from baseflow separated streamflow [17] and equaled α s = 0.06 (day ) by maximizing the Nash-Sutcliffe efficiency over the calibration period using a nonlinear optimization algorithm (e.g., Microsoft Excel Solver).…”
Section: Vsa Water Balance Model Calibration and Validationmentioning
confidence: 99%
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“…Although the overall concentrations of N and P generally decrease after installation of best management practices (BMPs) (Bishop et al 2005;Brannan et al 2000;Lee et al 2000;Inamdar et al 2001;Gitau et al 2004), it is often unclear which BMPs are most effective, and there is a large range in efficiency of individual BMPs on overall water quality (Gitau et al 2005). For instance, in the NYC source watersheds, milkhouse buffer strips were only effective in reducing P levels for a five-to ten-year period following installation (Kim et al 2006).…”
mentioning
confidence: 99%