Nonlinear / electromagnetic co-simulation and co-design of microwave links in highly polluted and / or strongly inhomogeneous environments

The objective of the Ph.D. thesis is to put the basis of an all-embracing link analysis procedure that may form a general reference scheme for the future state-of-the-art of RF/microwave link design: it is basically meant as a circuit-level simulation of an entire radio link, with – generally multiple – transmitting and receiving antennas examined by EM analysis. In this way the influence of mutual couplings on the frequency-dependent near-field and far-field performance of each element is fully accounted for. The set of transmitters is treated as a unique nonlinear system loaded by the multiport antenna, and is analyzed by nonlinear circuit techniques. In order to establish the connection between transmitters and receivers, the far-fields incident onto the receivers are evaluated by EM analysis and are combined by extending an available Ray Tracing technique to the link study. EM theory is used to describe the receiving array as a linear active multiport network. Link performances in terms of bit error rate (BER) are eventually verified a posteriori by a fast system-level algorithm. In order to validate the proposed approach, four heterogeneous application contexts are provided. A complete MIMO link design in a realistic propagation scenario is meant to constitute the reference case study. The second one regards the design, optimization and testing of various typologies of rectennas for power generation by common RF sources. Finally, the project and implementation of two typologies of radio identification tags, at X-band and V-band respectively. In all the cases the importance of an exhaustive nonlinear/electromagnetic co-simulation and co-design is demonstrated to be essential for any accurate system performance prediction.

Geotechnical characterization of mixed sandy and silty soils using piezocone tests: Analysis of partial drainage phenomena and rate effects on the experimental soil response

The cone penetration test (CPT), together with its recent variation (CPTU), has become the most widely used in-situ testing technique for soil profiling and geotechnical characterization. The knowledge gained over the last decades on the interpretation procedures in sands and clays is certainly wide, whilst very few contributions can be found as regards the analysis of CPT(u) data in intermediate soils. Indeed, it is widely accepted that at the standard rate of penetration (v = 20 mm/s), drained penetration occurs in sands while undrained penetration occurs in clays. However, a problem arise when the available interpretation approaches are applied to cone measurements in silts, sandy silts, silty or clayey sands, since such intermediate geomaterials are often characterized by permeability values within the range in which partial drainage is very likely to occur. Hence, the application of the available and well-established interpretation procedures, developed for ‘standard’ clays and sands, may result in invalid estimates of soil parameters. This study aims at providing a better understanding on the interpretation of CPTU data in natural sand and silt mixtures, by taking into account two main aspects, as specified below: 1)Investigating the effect of penetration rate on piezocone measurements, with the aim of identifying drainage conditions when cone penetration is performed at a standard rate. This part of the thesis has been carried out with reference to a specific CPTU database recently collected in a liquefaction-prone area (Emilia-Romagna Region, Italy). 2)Providing a better insight into the interpretation of piezocone tests in the widely studied silty sediments of the Venetian lagoon (Italy). Research has focused on the calibration and verification of some site-specific correlations, with special reference to the estimate of compressibility parameters for the assessment of long-term settlements of the Venetian coastal defences.

Bioremediation of polychlorinated biphenyls (PCBs) polluted marine sediments: a study of the effectiveness of bioaugmentation and biostimulation via microbial electrochemical technologies and polyhydroxyalkanoates

Polychlorinated biphenyls (PCBs) are chemicals largely employed in the industry, banned at the end of the last century yet still persistent in the environment. Bioremediation, namely exploiting bacteria to reduce PCBs’ toxicity, is receiving attention as a promising approach to remediate polluted site in situ. Natural bioremediation is constrained by several factors as the low amount of the required growth substrates (e.g. electron donors, oxygen) and the scarcity of bacteria able to metabolize PCBs. In this regard, use of biodegradable polymers or applied potentials have been demonstrated effective in priming bioremediation of freshwater environments (e.g. river sediments) polluted by chlorinated solvents or PCBs. Yet, little is known regarding the application in marine sediments, where the abundance of anaerobic competitors (i.e. sulfate reducing bacteria) and the different sediment’s features might affect the bioremediation. In this study, polyhydroxyalkanoates (PHAs) and Microbial Electrochemical Technologies (METs) were applied for the first time to prime bioremediation of PCBs polluted marine sediments. The influence of PHAs was studied on the main anaerobic metabolisms and on the microbial community of the heavily polluted sediments coming from the Pialassa della Baiona, a micro-tidal coastal lagoon in Ravenna, and from Mar Piccolo, the marine basin aside Taranto. The impact of METs was deepened by monitoring the physical-chemical parameters and the main anaerobic metabolisms of the sediments coming from Ravenna. The effectiveness of biostimulating with PHAs depended on the features of the treated site, possibly due to the availability of the amendments and to the competition of the indigenous microbial communities. The bioelectrochemical stimulation inhibited the bioremediation process. In both cases, the presence of an inoculated bacterial community was required to perform bioremediation. The collected results led to a comprehensive analysis of the available literature, questioning what could be the further approaches for an effective in situ bioremediation.