No description available.

No description available.

No description available.

No description available.

An extensive series of experimental tests were carried out at the Sheffield municipal solid waste incinerator plant (30 MW) from September 1988 to July 1989 to investigate the influence of the design and operating parameters on the performance of the incinerator which burns domestic and commercial wastes (500 ton/day). The following measurements were made around the plant: temperature measurements, pressure measurements, flue gas composition analysis and determination of physical and chemical properties of Sheffield refuse. Several other miscellaneous measurements were also made to monitor the effect of variation of operating parameters on the performance characteristics of the incinerator. A combustion model of Essenhigh type was then employed to model the combustion processes inside the solid refuse bed on top of the travelling grate. In addition a mathematical model of the finite difference type (FLUENT) was used to predict the three dimensional reacting flows (gaseous phase) within the incinerator geometry. Experimental measurements of gas composition, temperature and exit velocity were compared with model predictions. Modelling results were generally in good agreement with measurements. As a result of the test data and the mathematical modelling of the whole process, suggestions for design improvements for the Sheffield municipal solid waste incinerator were made which will substantially increase the efficiency, reduce emissions of pollutants and reduce the maintenance costs at the plant. These are: a) replacing the existing secondary air system with secondary air nozzles and the use of more secondary air (up to 20 % of total air) in order to generate turbulence in the high intensity combustion zone where it is most needed and b) introducing a baffle into the main stream inside the radiation shaft in order to lower the gas temperatures entering the precipitator and to remove the existing recirculation zone in the shaft.

The response of the lux-biosensors to a range of environmental pollutants was determined, as well as the stability of the biosensors to a range of environmental parameters. The biosensors were found sensitive to a range of pollutants at environmentally relevant concentrations. These included the pollutants prevailing at the contaminated site (BTEX and major co-contaminants). Analysing the bioluminescence dose-response curves to different pollutants, it was observed that the shape of the response appeared to be indicative of the nature of the contaminant present. The application of the lux-biosensors in the screening of groundwater and sediment samples from the contaminated site, showed different levels of toxicity which correlated well with chemical analysis. The sample screening produced a toxicity map of the site, facilitating the identification of hot-spot areas that could be further investigated. Samples with high levels of toxicity were serial diluted and dose-response curves determined to increasing concentrations of the toxic sample, in site uncontaminated groundwater. The shape of the dose-response curve was indicative of the nature of the main pollutant present. The toxic effect of a pollutant detected by the biosensors in spiked environmental samples (groundwater from the study site) correlated with the effect of the same pollutant on mineralisation. This allowed subsequent use of biosensor toxicity for predictive assessment of degradation potential in the presence of the pollutant tested, validating the use of the lux bioassay as a management tool for bioremediation. The bioremediation of the major contaminants (BTEX) on site can be constrained by the presence of co-contaminants or adverse environmental conditions that inhibit microbial activity. The determination of these constraints is crucial for the success of the bioremediation technologies. Using biosensor response linked to sample manipulations, it was possible to determine the contribution of broad classes of pollutants to the total toxicity of the samples.

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Three techniques are investigated in order to assess their applicability for use in landfill design, construction and monitoring. Firstly, an assessment is made of QA procedures during liner construction through the detailed evaluation of two case studies. Construction QA procedures on-site are compared to available guidelines. The research illustrates the requirement for standardised, regulated QA procedures on landfill sites in order to provide a recognised framework for construction control. The Moisture Condition Value Test (MCV) is evaluated for use as a method of monitoring the placement of compacted clay landfill liners. London Clay and Mercia Mudstone, collected from the QA case study sites, are tested in terms of their suitability as engineered clay liners. Although, London Clay is the most acceptable it is this material which exhibits the poorest results in the MCV testing. This is due to seepage from the apparatus at high moisture contents. The research highlights the problems with the interpretation of the protocol for the testing and the differences between the Scottish and English Road Research Laboratory guidelines (Green & Hawkins, 1987). Thirdly, two airborne remote sensing techniques (ATM and CASI) are appraised as methods of monitoring landfill gas, or possibly leachate migration, from two case study landfill sites in South West England. Vegetation stress can be linked to landfill gas migration (Flower et al., 1981) and this stress can be detected as a deviation from normal spectral reflectances in vegetation (Honer et a!., 1983a). Anomalies are identified on-site through remote sensing but they cannot be directly attributed to the landfills. This research emphasises the effects of contamination from other sources. It also requires the use of a simultaneous ground survey to collate data from boreholes with measurements of soil and vegetation types. Essentially, the QA case studies and the remote sensing show potential for future use and suggestions are made in this thesis for further research. The MCV technique provides a method for assessing the controlling parameters of compaction. With further development of aspects outlined in this investigation there is the potential for specified use of these techniques In landfill engineering and monitoring.

The rapid growth of urban areas in Malaysia has led to an increase in the generation and complexity of its municipal solid waste. The amount of municipal solid waste generated is estimated to be 8 million tonnes per year by the end of 2000. Realising the problem, this research was conducted to analyse quantitatively experiences learned from the United Kingdom (UK) upon the success through their municipal solid waste management system set-up which includes enforcement, legislation, economic instruments, education, institutions involved and other related issues. In order to achieve that, comparative studies were conducted between United Kingdom and Malaysian practices which included selected local councils, namely Dundee City Council (DCC) in the UK and Majlis Perbandaran Petaling Jaya (MPPJ) and Dewan Bandaraya Kuala Lumpur (DBKL) both in Malaysia to identify and how to overcome the problems. Apart from the above objectives, this research suggests that: The most effective environmental solution is to reduce the generation of waste through reduction; Where further reduction is not practicable, products and materials can sometimes be used again, either for the same or a different purpose that is through re-use; Failing to do that, value should be recovered from waste, through recycling, composting or energy recovery from waste; Only if none of the above offer an appropriate solution should waste be disposed of This is the best hierarchy for Malaysia to adapt in its future municipal solid waste management strategy. In conclusion, this research showed that Malaysia's municipal solid waste management system and strategy have to be developed in term of its legislation and policy, the enforcement system, guidelines and target to be achieved and education as the key in developing awareness and knowledge.

No description available.