The Freundlich isotherm constants (Table 13.2) and K = 190 (mg/g)(L/mg)1/n, and 1/n = 0.33. The water to be treated has a chlordane concentration of 0.1 mg/L. Since the MCL is 0.002, you must design for an equilibrium concentration of 0.0005 mg/L. The flow rate is 1 MGD. Assume a carbon density of 30 lb/ft3, and a typical carbon column depth of 10 ft. The carbon contractors must provide one year of treatment before new carbon is needed. Specify the following:
a) total carbon mass (lb)
b) the number of columns and their diameter (ft)
c) the contact time in each column (min)
Note: 1 MGD = 694 GPM = 1.547 ft3/s.
The Freundlich isotherm constants (Table 13.2) and K = 190 (mg/g)(L/mg)1/n, and 1/n = 0.33. The...
2.(40 pts) You are to design an activated carbon adsorption system for treatment of drinking water containing Chlordane, a termite pesticide that contaminates Honolulu soils and leaches into the drinking water. The Freundlich isotherm constants (Table 13.2) and K = 190 (mg/g)(L/mg)', and 1/n = 0.33. The water to be treated has a chlordane concentration of 0.1 mg/L. Since the MCL is 0.002, you must design for an equilibrium concentration of 0.0005 mg/L. The flow rate is 1 MGD. Assume...