Tunnelling projects in Southern Africa

Until some thirty years ago tunnelling in southern Africa for civil engineering purposes had been on a relatively small scale and of a sporadic nature. The first major tunnel to be built in the region was the 82 km long Orange-Fish Tunnel. Since 1970 more than 175 tunnels with an aggregate length of just over 400 km have been built. Much of the first phase of the Lesotho Highlands Water Project, which will have more than 100 km of tunnels, is about to be completed. The last thirty years represent the busiest period of tunnelling by civil engineers that southern Africa has ever known. The paper starts by summarising the early history of tunnelling in the region, and goes onto describe recent and current tunnelling projects. It also gives an indication of the possible demand for tunnels in the future.     

Blue mountains sewage transfer scheme: a review of tunnelling

To preserve the natural surroundings of the Blue Mountains of New South Wales while simultaneously serving the needs of the region's growing population, the Sydney Water Board has developed an improved, but complex, sewage transfer scheme for the area. This paper traces the development of the scheme, with particular attention to the geology of the area, the equipment used to construct the tunnels for the project, and elements of the directional drilling that connects the sewer areas to the tunnel.     

Influence de la taille des mottes et du mode de compactage sur la perméabilité des sols

In the domain of impervious barriers, many factors influence the permeability of compacted soil layers. These factors can lead to discrepancy between the permeability results in the laboratory andin situ. In this context, a laboratory study showed the influence of the size of clods and the method of compaction on permeability of highly plastic marl, compacted dynamically with standard Proctor energy and statically at different stresses, under the same conditions of water content and dry density. This paper also presents the results of a comparative study which has been conducted on the influence of the method of compaction on the permeability of the marl and that of a low plastic silt.     

Lead in glasgow street dirt and soul

The levels of lead in city street dirt and in soil from various locations in Glasgow were investigated during spring 1976. Lead concentrations in street dirt ranged from 150–2300 ppm, mean 960 ppm, and were significantly elevated with respect to the observed “natural” level of 78 ppm. Lead derived from anti-knock compounds in petrol and introduced to the environment via automobile exhausts was clearly implicated as the main source of lead pollution in a series of soil lead measurements at the centre and periphery of eight Glasgow parks.Various chemical leaching techniques were employed and compared. Less than 5% of street dirt and soil lead was found to be associated with the organic phase.     

Spatial and temporal evolution of trihalomethanes in three water distribution systems

Spatial and seasonal changes in trihalomethane (THM) concentrations were investigated in three distribution systems of Quebec (Canada) which are supplied by different surface waters and which use a variety of physicochemical treatment strategies. The investigation was based on an intensive 25-week sampling programme, undertaken at a time of year when the temperature of southern Quebec surface waters exceeds 4 degrees C (April-November). THMs and other water quality and operational parameters were monitored at points along the distribution system--between the treatment plant and the system extremities--which represented variable residence times of water. Results showed that THM concentrations vary significantly (from 1.5 to 2 times, depending on the utility) between finished waters as they leave the plant and water at the system extremities. When water temperature exceeds 15 degrees C, spatial THM variations are particularly high (from 2 to 4 times, depending on the utility). The development of multivariate regression models showed that water temperature was a better predictor of THM seasonal variability than chlorine dose, surrogates of natural organic matter and pH. Also, initial THM formation (in finished waters leaving the plant) was a good predictor of THM levels at distribution system extremities.     

Comparative analysis and performance of load bearing characteristics of biogas and gasoline-fuelled electric generator

ABSTRACT

This research demonstrates a simplified purification of biogas from hybrid waste and conversion of a single cylinder spark ignition engine to use biogas. The scrubbed gas obtained showed 95% methane enriched biogas. The carburettor of the gasoline engine was modified with a tri-fuel carburettor to suit the input specimen fuel fed to the modified 2.5 kVA, 230 V, and 50 Hz reciprocating engine to generate power. Results showed that 1 kg of compressed biogas ran for 46 min with a load capacity of 1800 W on the 2.5 kVA modified generator, while a litre of gasoline ran for 72 min under the same loading capacity. A comparative assessment of the load bearing characteristics was conducted. Load condition exceeding 1000 W resulted in a voltage output drop of 14.25% on biogas while a small change in voltage of 0.06% occurred for loading conditions between 100 and 1000 W. There was 8.5% decrease in engine speed while operating on biogas with little or no change on gasoline. Maximum torque of 5 and 3.5 Nm at 1800 W electric loading was experienced for gasoline and biogas. Finally, the BSFC for gasoline and biogas at 15% loading condition was maximum at 2000 and 2400 kg/kWh, respectively.     

Features of disinfection kinetics of water containing <Emphasis Type="Italic">Escherichia Coli</Emphasis> in conditions of hydrodynamic cavitation

The paper has investigated the disinfecting effect of hydrodynamic cavitation on the microorganisms of E. coli in water. It has been found that disinfection kinetics depend on the intensity of the hydrodynamic cavitation field, the microbial load, and gas content. We have studied structure and morphology variation of the E. coli bacteria. It has been demonstrated that the antimicrobial effect is achieved owing to the physicochemical effects of the cavitation field, under whose influence there occurs mechanical destruction of cells and chemical disinfection by the radicals of hydroxyl and hydrogen peroxide.     

Sensory evaluation of drinking water by consumer panels

The human senses play an important role in assessing the quality of food and of the environment. Particularly the chemical senses of taste and smell determine the pleasantness of foods and drinks and may provide a warning mechanism for the presence of more or less toxic contaminants. Even after the recent rapid development of powerful analytical techniques the human nose can easily detect trace amounts of chemicals at levels manytimes lower than the analytical detection limits.Although taste and odour assessment of drinking water has been practized inmany waterworks laboratories by small panels, relatively unreliable results were obtained and such sensory data played up till now only a minor role in the management of the water treatment plant. More sophisticated and reliable methods for sensory water quality evaluation are discussed. Special attention is given to the characteristics of the human senses of taste and smell, to which the methodology of sensory assessment should be better adapted. High numbers of observations on a sample are generally needed, for which purpose the use of large panels has to be realized. In this respect the help of large consumer panels is an alternative for the presently often used small laboratory groups. As an example the preliminary results of a large ongoing experiment of sensory water quality assessment by 2 consumer panels of 100 persons each in the Rotterdam area are discussed. Drinking water quality is judged at the consumer homes every week. The experiment started September 1979 and will be continued for one year.     

Dynamic modelling and control applications in water quality maintenance

The purpose of this paper is to develop and illustrate a unified, systematic approach to problems of water quality management. In order to achieve this a water quality system is defined as the following group of component features: the abstraction, purification, and supply of potable water from a river: consumer effluent, rainfall-runoff from an urban land surface, and the sewer network; the wastewater treatment plant: the river itself. A systems analysis approach to the study of the dynamic and control aspects of the system is discussed, with particular reference to the practical limitations of instrumentation and technology. In an attempt to blend the theory with the practice recent studies on the dynamic modelling and control of parts of the water quality system are reviewed. Special attention is paid to the practical application of techniques of system identification and parameter estimation. Finally, piecing together several individual results, it is possible to give a good indication of the manner in which control studies should be directed in the near future.