A water treatment plant with a flowrate of 0.20 m3/s uses chlorine to inactivate E.coli. The plant adds 2 mg/L of chlorine at the entrance to finished water storage tank (clearwell). The clearwell is baffled (see figure below for tank configuration) and achieves 3-log removal. The inactivation rate (which can be assumed to be the a first-order decay rate) of E.coli in the presence of chlorine is 0.53/hr. a. What type of reactor would we model a baffled finished water storage tank as? b. Is this steady-state or nonsteady-state? c. Is this reactive or conservative? d. What is the volume of the chlorine contact chamber in m3? e. What is the volume of the chlorine contact chamber in MG?