For the below inflow and desired outflow concentrations, determine what the required area would be for a subsurface flow
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For the below inflow and desired outflow concentrations, determine what the required area would be for a subsurface flow
For the below inflow and desired outflow concentrations, determine what the required area would be for a subsurface flow constructed wetland using the Kadlec-Knight process- based model. Also determine what final concentration could be expected for each constituent using the empirical design equations used in class. Design wastewater flow to the wetland is 9.000 m^3/day. Constituent Avg. Inflow Conc. (mg/L) 10 22 Desired Outflow Conc. (mg/L) 1 5 ТР Nitrate-N
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