2003
Maine Wastewater Salary Survey as conducted by the Maine Wastewater Control
Association
2003 Maine
Wastewater Rate Survey conducted by the Maine Rural
Water Association
Maine DEP Monthly
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EPA Binational Toxics
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AERATED
LAGOON TECHNOLOGY
by
Linvil G. Rich
Alumni Professor Emeritus
Department of Environmental
Engineering and Science
Clemson University -
Clemson, SC 29634-0919 USA
Email: lrich@clemson.edu;
Tel. (864) 656-5575; Fax (864) 656-0672
Aerated lagoon
technology, especially that of high-performance systems, is one of the most
misunderstood technology in wastewater treatment. This misunderstanding is
largely the result of its evolution from the technology of facultative
lagoons, in which algae play a vital role and hydraulic retention times are
long. In fact, the technology of high-performance aerated lagoons has much in
common with that of activated sludge. With proper design and operation, aerated
lagoons can deliver effluents that meet limits of 30 mg/L, both for TSS and
CBOD5. Furthermore, with modification or with the addition of low-tech process
units, they can be designed to nitrify. The major advantages of aerated
lagoon systems are their low cost and their minimal need for operator
attention.
The performance of aerated lagoon systems, as well as the diagnosis and
remedies of their operational problems, will be the focus of a series of
technical notes that will appear on this website. The notes should be of
considerable value both to engineers and operators. The development of the
technical notes will be a continuing activity on the part of the author and will
be added to the list on this page. The notes presently available are below.
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