Engineering and Information Technology Collected Works - Theses
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ItemThe influence of shear on the dewaterability of flocculated particulate systems( 2017)Solid-liquid separation is used in a wide range of industries, including wastewater treatment, biomass recovery and the mining industry. The use of thickening agents such as polymeric flocculants helps to capture fine suspended particles to form flocs, eventually settling to form a sediment bed at the base of the thickener or clarifier. The bed undergoes a combination of shearing (from rakes or pickets) and compressional forces (arising from the weight of solid material in the bed) which serves to densify the settled material while further increasing the concentration of the underflow. Shear forces will cause fractal aggregates, or flocs, to become more compact - a process called aggregate densification. However, excessive shear is detrimental causing aggregate breaking, resulting in increased fines, higher resistance to separation, longer residence times, and poorer overflow clarity. The optimum shear for a thickener is difficult to ascertain, due to the complexities of picket and rake design, thickener sizes, and material properties. Rheology is expected to provide a sensitive, controlled method to probe these densification processes – the expectation is that the failure of networked sediment beds depends on the critical strain, γc, rather than a shear stress or shear rate. This parameter is well known in the rheological characterisation of polymer melts, but has not been applied to flocculated mineral suspensions. This work presents the novel use of a vane-in-large cup configuration to characterise flocculated suspensions using stress- and strain controlled rheometers. The cup size plays an important role for suspensions with large particles, as these tend to span the annulus and affect data accuracy. As such, a sensitivity analysis was performed to compare the creep rheology of coagulated (at iso-electric point) and polymer flocculated alumina suspensions using different cup-to-vane diameter ratios, dc/dv. Measurements with dc/dv > 3 demonstrated consistent behaviour, greater reproducibility, and fewer fluctuations in the strain rate data. Configurations below this ratio may be suspect, and contain artefacts of wall contributions, particle migration, bridging effects and force chain jamming. The optimum dc/dv ratio was then used to perform creep, recovery, stressrelaxation, small and large amplitude oscillatory shear (SAOS/LAOS) rheology on coagulated and polymer flocculated alumina at different solids volume fractions, ϕ. LAOS data was interpreted using recent non-linear viscoelastic measures, Fourier Transform (FT) rheology and Lissajous-Bowditch plots to successfully identify a common critical strain value γc = 0.01 for non-linear failure. This value was consistent for both coagulated and flocculated samples, independent of solids volume fraction and applied stress, pointing to the idea that a flocculated particulate network must shift by a critical distance in order to undergo non-linear deformation. This value of γc is very small, and highlights the sensitive nature of polymer flocculated suspensions, and how susceptible they are to shear effects. This information is invaluable in promoting aggregate densification and mitigating aggregate breakage while optimising energy delivery to raking systems. A characterisation suite comprising stepped pressure filtration, batch settling tests, and vane rheology was applied to two model flocculated calcite systems, and one industrial flocculated bauxite residue sample to develop constitutive models describing Herschel-Bulkley fitting parameters, and to relate compressive yield stress, Py(ϕ), to the vane yield stress, ty(ϕ). These models provide on-site operators with powerful tools to predict and size processes such as paste backfilling, dry stacking and filtration belts.
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ItemCapacity and efficiency of multi-sensor networks( 2015)This thesis examines the relationship between a distributed sensor information fusion system and the underlying information transport system for systems with large numbers of simple sensors. Practical methods for the prediction of system performance under changes to system parameters such as capacity, number of sensors, system state function, system and sensor noise are developed. A method for transmitting information more efficiently than measurements but convergent despite message loss is proposed. A method of co-operative transmission is developed such that a set of sensors can shape their RF transmission to allow the fusion process to take place within their co-operative interference allowing better performance than optimal joint encoding with less power and bandwidth on a shared channel. These proposals are demonstrated with the simulation of two reference designs, an HF transmission and EHF satellite, fusing multiple sensor observations.
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ItemA study of time-dependent properties and other physical properties of rocks( 1970)The strength and deformation behaviour of rocks are time-dependent. Therefore the design of rock structures underground should be based on the long-term strengths rather than the strength determined by short-term laboratory tests. The direct method of determining the long-term strength of a rock is tedious and time consuming. Hence it is considered important that short-term methods of predicting long-term strengths of rocks be evolved. Short-term methods based on measurement of volumetric strain, stress-strain, log stress-log strain and loading rate were investigated. The long-term strength of Sicilian marble was determined by the direct method and was found to be close to the predicted long-term strengths by short-term methods. With the equipment used in this project, the leading rate method proved to be quicker and more accurate than other short-term methods as the processing and plotting of data were not involved in this case. The volumetric strain method predicted higher time-dependent strengths than the direct method. Dilatancy was observed in many intact rock specimens tested in uniaxial compression. It was also found that the values of Young's modulus and Poisson's ratio of a specimen are stress-dependent. All the three stages of the idealized creep curve i.e. transient, steady state and accelerated stage, were observed in Sicilian marble and Wombayan marble specimens. The lateral creep rate in the above two marbles was found to be larger than the axial creep rate at sustained stresses greater than their yield stresses. In the triaxial tests, in which only Sicilian marble specimens were tested, the ratios of predicted long-term strength to maximum strength showed a declining trend with increasing confining pressures. In the study of friction along the fractured surfaces of Sicilian marble specimens in the triaxial tests, it was found that during sliding the sheer stress and normal stress on the sliding plane have a straight line relationship. The average coefficient of friction for Sicilian marble was found to be 0.84.