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PubMedDate not supplied

Technical aspects of haemodialysis treatment: comparative results of Scotland and Belgium.

This paper reports the findings from the European Practice Database project providing an overview of the technical aspects of haemodialysis treatment, comparing practice in Scotland and Belgium. Findings identified that in Scotland almost all centres (95%) employed renal technicians compared to 67% of centres in Belgium. There was also a higher level of technical duties performed by technicians in Scotland compared with Belgium, and marked differences in the disinfection protocols of dialysis machines between the two countries. The study highlights the need for further investigation to discover why technical practice varies somuch between the two countries.

Belgium↗
PubMed1989

[A strain of Pseudomonas vesicularis isolated from shower hose which supports the multiplication of Legionella].

In Japan, a fatal case due to Legionella micdadei was first recognized in our laboratory in 1986. On the epidemiological study just after the case, no Legionella was detected from the environmental samples of the patient's residence, such as shower water, tank water and so on. In the course of prospective investigations, no Legionella was isolated, but many organisms were grown on BCYE alpha and MWY agar plates. In the retrospective study, one of these organisms was found to support satellite growth of Legionella on BCYEagar without L-cysteine. This was the isolate from the shower hose and identified as Pseudomonas vesicularis with the biochemical and DNA-DNA hybridization test. And P. vesicularis type strain ATCC11426 also supported satellite growth of Legionella. Especially in the water supply system, the existence of P. vesicularis seemed to be effective on the growth of Legionella. It must be taken into consideration that efforts made to isolate the nutrient produced organisms as well as Legionella are needed.

Legionella↗
PubMed1976

Wastewater renovation and reuse: virus removal by soil filtration.

Secondary sewage effluent and renovated water from four wells at the Flushing Meadows Wastewater Renovation Project near Phoenix, Arizona, in operation since 1967, were assayed approximately every 2 months in 1974 for viruses during flooding periods. Viruses, regularly found in the secondary effluent, were not detected in any renovated water samples. Our results indicated that human viral pathogens do not move through soil into the groundwater, but are apparently absorbed and degraded by the soil and reduced in numbers by a factor of at least 10(4) (99.99 percent removal).

Sanitary Engineering↗
PubMed1967

Eutrophication.

Explore the source record for details and available documents.

Sanitary Engineering↗
PubMed1982

Isolation of Pittsburgh pneumonia agent from a hospital shower.

Tatlockia (Legionella) micdadei, the Pittsburgh pneumonia agent, was isolated from a hospital shower. Although it was not possible, at the current time, to establish an epidemiological link to disease acquisition, this information may be significant because it provides further evidence that a water-associated reservoir of this organism exists within the hospital.

Hospitals↗
PubMed1982

Hot water systems as sources of Legionella pneumophila in hospital and nonhospital plumbing fixtures.

Samples obtained from plumbing systems of hospitals, nonhospital institutions and homes were cultured for Legionella spp. by plating the samples directly on a selective medium. Swab samples were taken from the inner surfaces of faucet assemblies (aerators, spouts, and valve seats), showerheads, and shower pipes. Water and sediment were collected from the bottom of hot-water tanks. Legionella pneumophila serogroups 1, 5, and 6 were recovered from plumbing fixtures of the hospitals and nonhospital institutions and one of five homes. The legionellae (7 to 13,850 colony-forming units per ml) were also present in water and sediment from hot-water tanks maintained at 30 to 54 degrees C, but not in those maintained at 71 and 77 degrees C. Legionella micdadei was isolated from one tank. Thus legionellae are present in hot-water tanks which are maintained at warm temperatures or whose design results in warm temperatures at the bottom of the tanks. We hypothesize that hot-water tanks are a breeding site and a major source of L. pneumophila for the contamination of plumbing systems. The existence of these bacteria in the plumbing systems and tanks was not necessarily associated with disease. The extent of the hazard of this contamination needs to be delineated.

Equipment and Supplies, Hospital↗
PubMed1982

Efficacy of ozone in eradication of Legionella pneumophila from hospital plumbing fixtures.

The effect of ozonation of supply water for one wing of an unoccupied hospital building which had positive cultures for Legionella pneumophila from multiple potable water fixtures was studied in a prospective, controlled fashion. Mean ozone residual concentrations of 0.79 mg/liter eradicated L. pneumophila from the fixtures, but so did nonozonated water in the control wing fixtures. The efficacy of the nonozonated water was most probably due to a mechanical flushing effect and to an unexpected rise in the chlorine content of the supply water. Determination of the in vitro activity of ozone against L. pneumophila did not predict the efficacy of its eradication from water fixtures treated with ozone.

Disinfection↗
PubMed1983

Assessment of bacterial growth and total organic carbon removal on granular activated carbon contactors.

The overall growth rate of bacteria on granular activated carbon (GAC) contactors at the Philadelphia Torresdale Water Treatment Pilot Plant facility was found to decrease until steady state was reached. The growth rate was found to fluctuate between 6.94 X 10(-3) and 8.68 X 10(-4) doublings per h. The microbiological removal of total organic carbon (TOC) was calculated by considering the GAC contactors as semiclosed continuous culture systems and using growth yield factors determined in laboratory experiments. After ozonation, the average TOC entering the contactors was 1,488 micrograms/liter, and the average effluent TOC was 497 micrograms/liter. Microbiological TOC removal was found to average 240 micrograms/liter on GAC contactors, which was not significantly different from microbiological TOC (220 micrograms/liter) removal across a parallel sand contactor where no adsorption took place. Thus, GAC did not appear to enhance biological TOC removal. Bacterial growth and maintenance was responsible for approximately 24% of the TOC removal on GAC under the conditions of this study.

Bacteria↗