A plume to be remediated by PRB is 200m long,3m wide and 5m deep. The actual velocity of flow is 10m/year. The aquifer has a porosity of 0.3 and the contaminant of concern is PCE which will be dechlorinated using ZVI to vinyl chloride. Assume that the PCE will be rapidly converted to VC. The maximum concentration of PCE in the plume is 10mg/L and the remediation goal for VC is 2micro gram/L. The kinetics of VC degradation were observed to be first order with K=0.01/hr in the batch experiment in which ZVI was added qt 150g/L. The PRB will be designed with a mixture of ZVI(30%) and sand (70%) and is of continuous type. The porosity of the mixture is 0.35 and its bulk density is 2.8 kg/L.
calculate
1) the retention time
2) required width
3) mass of iron required
4) If PRB is a funnel and gate type and the gate is 10% of the width of plume with the depth as same, what is the thickness of PRB
5) mass of iron required in case of Q4