Enhanced degradation of chlorinated ethylenes in groundwater from a paint contaminated site by two-stage fluidized-bed reactor.

Groundwater, used in this study, contaminated predominantly with aromatic compounds, was biologically treated in a fluidized-bed reactor (FBR) with immobilized cells. The aromatics were completely decomposed, while cis-1,2-dichloroethylene (cis-DCE) and trichloroethylene (TCE) were decomposed only approximately 20% and 5%, respectively. In these studies a significant improvement of the decomposition efficiency for chlorinated ethylenes was achieved by utilizing cometabolism. Methanol (MeOH) and toluene were used as the substrate in the case of one-stage reactor (Single Reactor). MeOH (187 mg l(-1)) increased the decomposition efficiency up to 40% and 60% for cis-DCE and TCE, respectively, while toluene (20 mg l(-1)) increased the decomposition efficiency of cis-DCE to 92% and the decomposition efficiency of TCE to 76%. In the case of two-stage reactor system (Reactor 1 and Reactor 2), MeOH and methane (CH4) were used as the substrate. In this system, cells grown on MeOH or CH4 in the Reactor 1 were continuously fed into Reactor 2 and groundwater was fed into Reactor 2 only. When MeOH (384 mg l(-1) d(-1)) was used as substrate the decomposition efficiency of cis-DCE and TCE were 60% and 70%, respectively. Similar decomposition efficiency was observed for a small amount of CH4 (19.3 mg l(-1) d(-1)).

Renewable energy for the aeration of wastewater ponds.

The application of a decentralised renewable energy supply for the aeration of wastewater ponds, and the influence of an unsteady oxygen supply on the specific conversion rate and biocoenose was investigated. With the discontinuous aeration the specific conversion rate is increased as compared to facultative ponds. The estimation of the microorganisms consortia was done with in situ hybridisation techniques. A significant shift in the bacteria population with the chosen specific probes for anaerobic, sulphate reducing and nitrifying bacteria could not be detected. Wastewater ponds have sufficient buffer volume to compensate for the fluctuating energy supply. But the efficiency of the energy supply of a photovoltaic plant decreases in shallow lakes (d < 1.5 m) corresponding to a high oxygen production of algae. For the layout of the individual components: photovoltaic and wind power plant, energy management, aeration system and wastewater pond, a simulation model was developed and tested. The application of renewable energy for the aeration of wastewater ponds is a useful alternative for the redevelopment of overloaded ponds as well as the construction of new wastewater ponds, especially in areas with an inadequate central electricity grid and a high availability of wind and solar energy.

Combined denitrification and excess biological phosphorus removal in discontinuous operated biofilm systems.

The sorption-denitrification-P-removal (S-DN-P) process combines biological excess P-removal (BEPR) and denitrification using immobilized biomass. The accumulation of denitrifying polyP organisms is achieved by sequencing anaerobic/anoxic conditions. The immobilized biomass is in alternating contact with primary treated wastewater (anaerobic sorption-phase) and nitrified wastewater (denitrification phase). In the sorption phase, P-release takes place and readily biodegradable organic substrate, e.g. volatile fatty acid, is taken up and stored by polyP accumulating organisms (PAO). In addition to this, other organic matter is physically/chemically adsorbed in the biofilm structures. In the denitrification phase, the biomass denitrifies the stored and adsorbed organic substrate and, at the same time, P-uptake and polyP formation occurs. This paper presents results of investigations at laboratory and half-technical scale. At laboratory scale different types of carriers were tested regarding their suitability for the S-DN-P-process. In half-technical scale a biofilter and a moving bed reactor (MBR) were tested. In the biofilter a stable removal of nitrate and phosphate was achieved. However, it was not possible to achieve similar results in the MBR process. Especially the release and uptake of phosphate showed no clear tendency although the uptake of acetate was good. Reasons for this could be the accumulation of glycogen accumulating organisms which impair the metabolism of PAO.

Transformation of 2,2'-dichlorodiisopropyl ether in mixed and pure culture.

An aerobic enrichment culture derived from a groundwater contaminated with organic and chloroorganic compounds was adapted to the transformation of 2,2'-dichlorodiisopropyl ether (DDE) in a continuous fixed-bed bioreactor. Continuous DDE removal efficiencies over 90% were achieved with a model water containing 3.3 mM methanol as co-substrate at DDE loading rates of up to 150 micromol l(-1) day(-1) with a hydraulic retention time of 24 h. In batch cultures, a stoichiometric release of 2 micromol chloride per micromol DDE transformed was observed. From the mixed culture, a strain was isolated that is able to grow on DDE as the sole energy and carbon source, tolerating DDE concentrations of up to 1 mM. Based on 16S rRNA sequencing, the strain is affiliated with the genus Rhodococcus.

Development of primers for amplifying genes encoding CprA- and PceA-like reductive dehalogenases in anaerobic microbial consortia, dechlorinating trichlorobenzene and 1,2-dichloropropane.

Gene sequence alignments of the reductive dehalogenases PceA (Dehalospirillum multivorans) and CprA (Desulfitobacterium dehalogenans) were used to develop specific PCR primers binding to conserved regions of these sequences. These primers enabled us to amplify and subsequently sequence cprA-like gene fragments from the chlororespiring species Dehalobacter restrictus, Desulfitobacterium sp. strain PCE1, and D. hafniense. No specific amplicons were obtained from the chlororespiring species D. frappieri, D. chlororespirans, and Desulfomonile tiedjei. Furthermore, we were able to amplify and sequence cprA/pceA-like gene fragments from both trichlorobenzene (TCB)- and 1,2-dichloropropane (DCP)-dechlorinating microbial consortia using the novel primers. Subsequent sequence analysis of the fragments obtained from the microbial consortia revealed a group of four clusters (I-IV). Of these, clusters I and II showed the highest similarities to the cprA-like gene of Dehalobacter restrictus (79.0 and 96.2%, respectively). Cluster III comprised cprA-like sequences found in both the TCB- and the DCP-dechlorinating consortia, whereas sequences of cluster IV were most similar to the pceA gene of Dehalospirillum multivorans (97.8%). Our detection of genes encoding reductive dehalogenases, the key enzymes of chlororespiration, supports the hypothesis that reductive dechlorination of TCB and DCP occurs via a respiratory pathway.

Bacteria of an anaerobic 1,2-dichloropropane-dechlorinating mixed culture are phylogenetically related to those of other anaerobic dechlorinating consortia.

A 16S-rDNA-based molecular study was performed to determine the bacterial diversity of an anaerobic, 1,2-dichloropropane-dechlorinating bioreactor consortium derived from sediment of the River Saale, Germany. Total community DNA was extracted and bacterial 16S rRNA genes were subsequently amplified using conserved primers. A clone library was constructed and analysed by sequencing the 16S rDNA inserts of randomly chosen clones followed by dot blot hybridization with labelled polynucleotide probes. The phylogenetic analysis revealed significant sequence similarities of several as yet uncultured bacterial species in the bioreactor to those found in other reductively dechlorinating freshwater consortia. In contrast, no close relationship was obtained with as yet uncultured bacteria found in reductively dechlorinating consortia derived from marine habitats. One rDNA clone showed >97% sequence similarity to Dehalobacter species, known for reductive dechlorination of tri- and tetrachloroethene. These results suggest that reductive dechlorination in microbial freshwater habitats depends upon a specific bacterial community structure.

Upgrading wastewater treatment plants.

Instead of construction of new wastewater treatment plants upgrading of existing plants may increase capacity or achieve higher efficiency in meeting effluent standards. This paper describes several possibilities of upgrading existing technical wastewater treatment plants, e.g. activated sludge plants, e.g. by precipitation/flocculation processes, increase of biomass concentration, influent balancing, increase of oxygenation capacity with pure oxygen, increase of the capacity of final clarifiers, and pretreatment of industrial effluents.

Phylogenetic analysis of an anaerobic, trichlorobenzene-transforming microbial consortium.

A culture-independent phylogenetic survey for an anaerobic trichlorobenzene-transforming microbial community was carried out. Small-subunit rRNA genes were PCR amplified from community DNA by using primers specific for Bacteria or Euryarchaeota and were subsequently cloned. Application of a new hybridization-based screening approach revealed 51 bacterial clone families, one of which was closely related to dechlorinating Dehalobacter species. Several clone sequences clustered to rDNA sequences obtained from a molecular study of an anaerobic aquifer contaminated with hydrocarbons and chlorinated solvents (Dojka et al., Appl. Env. Microbiol. 64:3869-3877, 1998).

[Current technology of waste water treatment]. / Neue Technologien der Abwasserbehandlung.

For the purification of municipal waste water and industrial waste water predominantly burdened by organic matter, mechanical-biological plants partly based on the method of activation and partly on the trickling filter system are preferably used. Recently overloading of existing plants and tighter water protection requirements imposed the necessity of boosting the performance of conventional biological processes by reducing the sludge burden and the loading per unit volume. This has also resulted in nitrification of the nitrogen compounds and in extensive sludge stabilization. As the oxygen supply to the micro-organisms requires the highest expenditure of energy in the activation process, special attention was given to the development of efficient aeration systems. For waste water containing a high proportion of substances which prove difficult to decompose, or waste water subject to strong fluctuations, multi-stage biological procedures or a combination of various processes are used increasingly. In this context, chemical precipitation for the elimination of phosphorus and biological nitrogen elimination have proven themselves as additional purification methods.