| PAM Publications |
Proceedings: Polyacrylamide (PAM) and PAM Alternatives Workshop, February 26-27, 2008, Albany, CA Evaluation of Linear Anionic Polyacrylamide (LA-PAM) Application to Water Delivery Canals for Seepage Reduction Risk Characterization: Using Linear Anionic Polyacrylamide (LA-PAM) to Reduce Water Seepage from Unlined Water Delivery Canal Systems Technical Report: Results of Laboratory Experiments in Support of PAM-Related Research Application Guidelines: Use of Granular Polyacrylamide (PAM) in Water Delivery Canals for Seepage Control
M.H. Young, E.A. Moran, Z. Yu, J. Zhu, D.M. Smith. 2009. , Reducing Saturated Hydraulic Conductivity of Sandy Soils with Polyacrylamide.Soil Sci. Soc. Am. J. 73:13-20 J. Zhu and M.H. Young. 2009. Sensitivity of Unlined Canal Seepage to Hydraulic Properties of Polyacrylamide-Treated Soil. Soil Sci. Soc. Am. J. 73:695-703. 2009. T. Arrowood. 2008. Determining the Fate and Transport of the Acrylamide Monomer (AMD) in Soil and Groundwater Systems. Thesis, Department of Geosciences, University of Nevada, Las Vegas. E. Moran. 2007. Laboratory Studies to Examine the Impacts of Polyacrylamide (PAM) on Soil Hydraulic Conductivity. Thesis, Department of Geosciences, University of Nevada, Las Vegas. 2007.
Seepage Reduction from Unlined Irrigation Canals: Water Quality and Seepage Reduction Effectiveness Use of Polyacrylamide to Reduce Seepage From Unlined Irrigation Canals Effects of Polyacrylamide Treated Soils on Water Seepage in Unlined Water Delivery Canals Modeling Polyacrylamide Transport in Water Delivery Canals Laboratory Studies to Examine the Impact of Polyacrylamide (PAM) on Soil Hydraulic Conductivity
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