A 40 L water tank is chlorinated by feeding in a solution of 20 ppm free chlorine. Some of the free chlorine reacts with the plastic water tank, consuming 1.1 µg of free chlorine/min. The remaining “spent” chlorine is removed at a flowrate of 55 mL/min and a concentration of 4.0 ppm. Volume is maintained by adding makeup water at a flowrate equivalent to the net volume loss. Assume the density of all streams is 1000 kg/m3 . If the system is to operate at steady state (accumulation = 0), what flowrates (mL/min) of feed and makeup water are needed?
A 40 L water tank is chlorinated by feeding in a solution of 20 ppm free...
10. Write a one-page summary of the attached paper? INTRODUCTION Many problems can develop in activated sludge operation that adversely affect effluent quality with origins in the engineering, hydraulic and microbiological components of the process. The real "heart" of the activated sludge system is the development and maintenance of a mixed microbial culture (activated sludge) that treats wastewater and which can be managed. One definition of a wastewater treatment plant operator is a "bug farmer", one who controls the aeration...