$10-6$ Design a fixed$-$bed adsorption system to treat the contaminant below

$($to be selected by instructor$)$ based on the information given below

and the Freundlich isotherm parameters in Table $10-4.$ Assume the

adsorption system removes the contaminant to below the detection

limit and the bed density is $450k\frac{g}{m^3}.$ Your design should include

the $($a$)$ concentration of the contaminant on the carbon at equilib$-$

rium, $($b$)$ maximum specific throughput, $($c$)$ operating time to reach

exhaustion of the media $($bed life$),($d$)$ volume of water treated in

bed volumes, $($e$)$ volume of water treated in cubic meters, $(f)$ volume

of media, $($g$)$ cross$-$sectional area of bed, and $($h$)$ depth of bed$\mathrm{.}10-6$ Design a fixed$-$bed adsorption system to treat the contaminant below

$($to be selected by instructor$)$ based on the information given below

and the Freundlich isotherm parameters in Table $10-4.$ Assume the

adsorption system removes the contaminant to below the detection

limit and the bed density is $450k\frac{g}{m^3}.$ Your design should include

the $($a$)$ concentration of the contaminant on the carbon at equilib$-$

rium, $($b$)$ maximum specific throughput, $($c$)$ operating time to reach

exhaustion of the media $($bed life$),($d$)$ volume of water treated in

bed volumes, $($e$)$ volume of water treated in cubic meters, $(f)$ volume

of media, $($g$)$ cross$-$sectional area of bed, and $($h$)$ depth of bed.