2/ The estimated mass from an instantaneous spill of benzene was 214 kg over 2m of the one dimension aquifer. the aquifer has hydraulic conductıvity 3*10 cmisec, hydraulic gradient of 0.002, and the effective porosity 0.17. the longitudinal dispersion coefficient of the aquifer is 9*10* m2 /day. Calculate the maximum concentration at one year. Then, calculate the benzene concèntration after one year at two standard deviation on either side of the center mass of the plume.

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2/ The estimated mass from an instantaneous spill of benzene was 214 kg over 2m
of the one dimension aquifer. the aquifer has hydraulic conductıvity 3*10 cm/sec,
hydraulic gradient of 0.002, and the effective porosity 0.17. the longitudinal
dispersion coefficient of the aquifer is 9*10* m2 /day. Calculate the maximum
concentration at one year. Then, calculate the benzene concèntration after one year at
two standard deviation on either side of the center mass of the plume.
Transcribed Image Text:2/ The estimated mass from an instantaneous spill of benzene was 214 kg over 2m of the one dimension aquifer. the aquifer has hydraulic conductıvity 3*10 cm/sec, hydraulic gradient of 0.002, and the effective porosity 0.17. the longitudinal dispersion coefficient of the aquifer is 9*10* m2 /day. Calculate the maximum concentration at one year. Then, calculate the benzene concèntration after one year at two standard deviation on either side of the center mass of the plume.
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