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Published online 7 November 2005
Published in J Environ Qual 34:2112-2117 (2005)
DOI: 10.2134/jeq2005.0083
© 2005 American Society of Agronomy, Crop Science Society of America, and Soil Science Society of America
677 S. Segoe Rd., Madison, WI 53711 USA
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Right arrow Surface Water Quality
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Use of Drinking Water Treatment Residuals as a Potential Best Management Practice to Reduce Phosphorus Risk Index Scores

E. A. Dayton* and N. T. Basta

School of Natural Resources, The Ohio State University, Columbus, OH 43210



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Fig. 1. Relationship between reduction in runoff P and drinking water treatment residual (WTR) Langmuir phosphorus adsorption maxima (Pmax) normalized across WTR application of 5, 10, and 20 Mg ha–1 (Pmax x WTR application).

 


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Fig. 2. Relationship between (A) percent reduction in 0.01 M calcium chloride–extractable phosphorus (CaCl2–P) and drinking water treatment residual (WTR) Langmuir phosphorus adsorption maxima (Pmax) normalized across WTR application (Pmax x WTR application) for incorporation of WTR at 25, 50, and 100 g kg–1 and (B) percent reduction in Mehlich 3–extractable P and Pmax normalized across WTR application (Pmax x WTR application) for incorporation of WTR at 25, 50, and 100 g kg–1.

 


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Fig. 3. Relationship between reduction 0.01 M calcium chloride–extractable phosphorus (CaCl2–P) and drinking water treatment residual (WTR) Langmuir phosphorus adsorption maxima (Pmax) normalized across WTR application (Pmax x WTR application) for WTR co-blended with poultry litter at 100, 250, and 500 g WTR kg–1.

 


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Fig. 4. Relationship between reduction 0.01 M calcium chloride–extractable phosphorus (CaCl2–P) and drinking water treatment residual (WTR) Langmuir phosphorus adsorption maxima (Pmax) normalized across WTR application (Pmax x WTR application) for WTR co-blended with biosolids at 125, 250, and 375 g WTR kg–1.

 





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