The activated sludge process is very widely used for biological wastewater treatment. This course includes background on biological wastewater treatment, a general description of the activated sludge process, information about several variations of the activated sludge process, presentation and discussion of design calculations for an activated sludge aeration tank, and presentation and discussion of activated sludge operational calculation. Example calculations and examples illustrating the setup and use of an Excel spreadsheet for making activated sludge design and operational calculations are also included.

Upon completion of this course, the learner will:

• Know the equation for photosynthesis and how it fits into the organic carbon cycle.
• Know the major components of an activated sludge wastewater treatment system.
• Be able to describe the differences between an extended aeration and conventional activated sludge system.
• Be able to describe the differences between a contact stabilization and conventional activated sludge system.
• Be able to calculate required aeration tank volume (in U.S. units) for a specified volumetric loading, hyrdaulic residence time, or aeration tank F:M ratio, if given aeration tank influent information.
• Be able to calculate required aeration tank volume (in S.I. units) for a specified volumetric loading, hyrdaulic residence time, or aeration tank F:M ratio, if given aeration tank influent information.
• Be able to calculate the required activated sludge recycle rate, waste activated sludge flow rate, and aeration tank F:M ratio, if given suitable wastewater influent stream and aeration tank information along with the desired value for sludge retention time.
• Be able to use an Excel spreadsheet for making activated sludge design and operational calculations.