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Table 1 <br /> Model Input Parameters <br /> San Joaquin Delta College <br /> New Water Supply Well <br /> s <br /> itc Pro w; ... <br /> dr'aae � � � <br /> Zone Hydraulic Conductivity' Effective Porosity Retardation <br /> (ft/da ) (%) <br /> Clay/Sand Clay 0.04 10 2.2 <br /> Sand 30 20 1.6 <br /> Clayey Sand 1.0 15 1.7 <br /> Diffusion Coefficient' 3.0 x 10-5 Oday <br /> Longitudinal DispersivityZ 5 ft <br /> Transverse DispersivityZ 0.05 ft <br /> First Order Decayl 6.9 x 193 day-1 <br /> Spitz,K.,and J.Moreno. 1996. A Practical Guide to Groundwater and Solute Transport Modeling. <br /> John Wiley&Sons,Inc. pp.461. <br /> Z Walton,W.C. 1991. Principals of Groundwater Engineering. Lewis Publishers. pp.546. <br /> DeltaFloTable 7/16/01 <br />