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U T Berg

Publications and source records attributed to U T Berg.

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Estimation of kinetic rate constants for biodegradation of chemicals in activated sludge wastewater treatment plants using short term batch experiments and microgram/L range spiked concentrations.

Biodegradation rate constants that are believed to be predictive for activated sludge sewage treatment plants have been determined at microgram/L concentration levels using short term (hours) laboratory scale batch experiments with activated sludge. Rate constants were estimated for four model chemicals with widely different biodegradability characteristics, and experiments were conducted with sludges of various origin and treatment. Test substances were applied at concentrations ranging from a few microgram/L for deriving first order rate constants and up to several mg/L for full investigation of the kinetics. Model substances were acetate, aniline, 4-chloroaniline and pentachlorophenol and their biodegradation was assessed by means of 14C tracer technique. Some experiments included test concentrations equal to those prescribed in standard biodegradability tests (20 mg DOC/L). Sludge types investigated included adapted and non-adapted sludge from laboratory scale semicontinuous reactors as well as sludges collected from a pilot scale sewage treatment plant loaded with predominantly domestic sewage. At low chemical concentrations ( < approx. 100 micrograms/L) first order degradation rate constants were reasonably constant and varied only little with the applied concentration. With aniline, however, elimination rates increased at concentrations below about 20 micrograms/L, probably because transient sorption became significant. At higher concentrations absolute (linear) degradation rates could be described by saturation kinetics, and for aniline a half saturation constant, K(S), was estimated at 3 mg/L. "Best estimates" of average first order rate constants in the low concentration regime measured with 3 g SS/L and at 22 degrees C were: acetate, 8 h-1; aniline, 0.8 h-1, 4-chloroaniline, 0.15 h-1, and pentachlorophenol, 0.01 h-1 (non adapted sludge) or 0.02 h-1 (adapted sludge). These figures seem to agree well with standard or default biodegradation rate constants for sewage treatment plants suggested in a European Union technical guidance document for chemical risk assessment, which is currently under preparation.

Acetates↗

Biodegradability simulation studies in semicontinuous activated sludge reactors with low (microgram/L range) and standard (ppm range) chemical concentrations.

The official OECD/EEC activated-sludge biodegradability simulation test has been criticised for providing a poor simulation of the biodegradability behaviour of industrial chemicals in municipal sewage treatment plants due to the high dosed concentration of test substance of approx. 20-40 mg/L necessitated by measuring compound removal by DOC-analysis. Realistic concentrations of industrial chemicals are more commonly in the microgram/L range. With increasing concentration both the kinetic regime of degradation and the adaptation behaviour can be expected to change. Results from a comparative study in semicontinuous reactors with high (20 mg DOC/L) and low (10 micrograms test substance/L) inlet concentrations of aniline, 4-chloroaniline, and pentachlorophenol, conducted by means of 14C-tracer technique, revealed large differences in biodegradation behaviour between the two concentration levels and led to the following tentative general conclusions: 1) the percentage of test compound removed by unadapted sludge tends to be higher with test compound dosed at trace concentrations than at standard (high) concentrations (20 mg/DOC/L); 2) by contrast, in successfully adapted systems, the removal percentage (and the "extent of adaptation") may be largest with high concentrations; 3) the use of real sewage instead of peptone synthetic sewage better safeguards against sludge deterioration, in particular at low sludge retention times, and tends to increase the adaptation potential of the sludge; 4) the use of synthetic sewage in combination with regular reinoculation of the reactor (in this study by replacing 10% of the sludge with freshly collected sludge once a week) may be a feasible alternative to using real sewage.

Aniline Compounds↗