roblem 1. (50 points) ooulation of a small city in 2018 is estimated at 100,000 people,...
Please answer question 7.11 that is modified from the book, thank you! uent welr IS located on Lle periphery of each tank. Calculate the surface overflow rate, etention time, and weir loading rates. If one tank is taken out of detention time? Is the design adequate for the average flow with the three tanks in service? m3/d. The engineer wishes to use rectangular clarifiers for primary 18 Fundamentals of wastewater treatment and engineering treatment. Design the rectangular tanks for a...
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...