Studies on the formation of polychlorinated dibenzo-p-dioxins (PCDDs) and polychlorinated dibenzofurans (PCDFs) during the electrolysis of sodium chloride solution (brine) using graphite or titanium electrodes were carried out at a laboratory scale. High concentrations of PCDFs but no PCDDs were formed in tests using graphite electrodes. With titanium electrodes, PCDFs were only formed when tar pitch was added and mainly originated from the dibenzofuran present in the tar. For the first time, a detailed assessment of the formation of mono- to octachlorinated PCDD/PCDF from tar pitch was investigated. The assessment included of the chlorination steps proved that PCDFs were formed by successive lateral chlorinated from dibenzofuran to MonoCDFs, DiCDFs, and TriCDFs to form the typical known "chlorine pattern" of TetraCDF to OctaCDF with a dominance of 1,2,7,8- and 2,3,7,8-TetraCDFs, 1,2,3,7,8-PentaCDF, and 1,2,3,4,7,8-HexaCDF as marker congeners. The final homologue distributions depended on reaction time and reaction temperature. In addition, electrolysis with non-chlorinated dibenzo-p-dioxins, dibenzofuran, and biphenyl was carried out. As a result, PCDDs, PCDFs, and PCB were formed at comparable yields. Congener patterns in soil samples from a PCDD/F-contaminated site where chlor-alkali electrolysis had been operated for decades in Japan had identical isomer distribution demonstrating the source and contamination potential and risk of these processes. Therefore, sites where in the past 120 years chlor-alkali electrolysis has been operated or where residues from chlor-alkali production or other chlorine using industries have been disposed should be assessed for their pollution level and exposure relevance. The assessment of total organohalogen content revealed that PCDF is only a small fraction of organohalogens in the contaminated soils. For an appropriate risk assessment, also other chlorinated aromatic compounds such as PCBs or PCNs need to be considered.
The sewers in the Tokyo metropolitan area have been developed for more than a century since 1885, and 1995 saw percent of sewered population nearly 100% within the 23 wards of Tokyo. While sewage was taken into the sewers, however, flood prevention measures for lowlands were considered at the same time, and as a result about 80 % of the existing sewerage facilities are combined sewers in which wastewater and storm water are discharged in the same sewers. In the combined sewers, there are problems with CSO (combined sewer overflows) in case of rain.Several years ago, a weekly magazine reported that a high concentration of coliform group was detected in Odaiba Seaside Park, an artificial waterfront facing Tokyo Bay, after rainfall. After this report, the actual situation of CSO was widely discussed in the mass media like TV, newspapers, etc. Since then, immediate promotions of improvement measures for the combined sewers have been strongly required in the public interest. Considering that there are more than 20 waterfront and quayside parks in Tokyo where the citizens have increasing opportunities to come into contact with water, it was decided to introduce disinfection facilities to remove coliform group contained in CSO.For the introduction of disinfection facilities, disinfectants having high disinfection effects that are not influenced by rapid changes of water volume and quality which are characteristic of CSO as well as faster disinfection capabilities were required. Sodium hypochlorite which has been used as disinfectant in sewage treatment plants, needs a contact time of 15 ~ 20 minutes to reach sufficient disinfection effects. Therefore it is not possible to secure such a long contact time for CSO in pump stations. In addition, in sewage with high concentrations of ammonia, chloramine and other substances with inferior disinfection power are formed, whereas the consumption of disinfectants is high in sewage containing a large amount of turbid materials. There were also concerns that in both cases a high volume of chemical injection would negatively impact the environment where the effluents are discharged.Given this background, we have selected a bromine disinfectant, which has been used for disinfection in swimming pools and spas, slime control in cooling towers and white liquor in paper manufacturing, as a substance that enables effective removal of coliform group in a short time and leads to space saving as well. Since 1999, we have been verifying its feasibility in a pilot plant in the Narihirabashi pump station.The results of our feasibility study in the pilot plant have confirmed that an injection rate of 2 ~ 7.5mg/l (chlorine equivalent) reduces 10 3 ~10 6 counts of coliform group to less than the standard value of 3,000 CFU/ml. Based on these results, we have investigated a method of determining appropriate injection rates by estimating the number of coliform group density (CGD) from turbidity and precipitation data, and with a supplementary use of turbidity. Also to estimate the biological safety ...
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