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Saturated Zone Model <br /> i <br /> • <br /> "3' <br /> a a;' M�'" — a:�" vu�.. �yc .-��-�.'^ �ti,_"zap.=,sr+afl•�.L�:�,.:.,e.e;-7�^z�=* rA-„,,��` <br /> B 6rASSg..— U_MPTIONS AN�1 IIMITATIONSIOF�THE DISSOLI-VED v , <br /> - _ <br /> �.a�T Kt-a".fi �'=�=r <br /> �j z 7 <br /> PHASE7RidiNSPORTFMODEL' <br /> I The model simulates the transport of dissolved phase contaminants only It <br /> does not simulate the movement of non-aqueous phase liquids(NAPLs) <br /> 2 The concentrations estimated by the model represent concentrations in the <br /> groundwater aquifer and not concentrations in a pumping well The <br /> concentrations in a pumping well would probably be lower than the <br /> concentrations predicted in the aquifer due to dilution effects <br /> 3 The aquifer is considered to be homogeneous and uniform, as well as being <br /> infinite in thickness and width <br /> 4 Water table fluctuations are assumed to have no influence on the flow field of <br /> the aquifer <br /> ,B.7`REFERENEES'- ,_ <br /> American Petroleum Institute Oil and Gas Industry Exploration and Production <br /> Wastes,API Document No 471-01-09 Washington,D C API, 1987 <br /> Galya,D P "A horizontal plan source model for ground-water transport” Ground <br /> Water 25 (1987) 733-739 <br /> Gelhar, L W , Mantoglou, A , Welty, C and Rehfeldt, K R, 1985 A review of field- <br /> scale physical solute transport processes in saturated and unsaturated porous <br /> media Electrical Power Research Institute(EPRI)Palo Alto, CA EA-4190, <br /> Res Prod 2485-5 <br /> Yeh, G T, 1981 AT123D Analytical Transient One-,Two-, and Three-dimensional <br /> Simulation of Waste Transport in the Aquifer System Oak Ridge National <br /> Laboratory Oak Ridge,TN <br /> • <br /> 5-13 <br />