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GOALS IN WASTEWATER TREATMENT 1
Author(s) -
Jones Maynard K.,
Jennelle Ernest M.
Publication year - 1972
Publication title -
jawra journal of the american water resources association
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.957
H-Index - 105
eISSN - 1752-1688
pISSN - 1093-474X
DOI - 10.1111/j.1752-1688.1972.tb05140.x
Subject(s) - wastewater , effluent , total organic carbon , pollution , environmental science , carbon fibers , degree (music) , biochemical oxygen demand , sewage treatment , wastewater quality indicators , pulp and paper industry , chemistry , environmental engineering , environmental chemistry , chemical oxygen demand , mathematics , ecology , engineering , biology , physics , algorithm , composite number , acoustics
Within a few years all domestic wastewater effluents in the United States will be subjected to a minimum of a properly operated primary and secondary treatment process. This implies a very high degree of removal of the more readily biologically degradable material as measured by the BOD test. This practice will to a large degree negate the value of the BOD test as a pollution parameter. Organic carbon appears to be a more suitable means for determining the strength of a wastewater or for controlling the operation of physical and chemical treatment processes. Studies were conducted to determine the effect of time of passage on the ratio of organic carbon to BOD, COD and carbohydrate. The ratio was found to vary with both time and the state of the sample. The carbon content was reduced to a lesser degree than the other parameters. Organic carbon content appears to correlate better with COD than with BOD. The efficiency of a chemical precipitation process can be determined on the basis of organic carbon removal.