Effects of Resources Exploitation on Water Quality: case studies in Salt Water Intrusion and Acid Mine Drainage

Throughout the world, pressures on water resources are increasing, mainly as a result of human activity. Because of their accessibility, groundwater and surface water are the most used reservoirs. The evaluation of the water quality requires the identification of the interconnections among the water reservoirs, natural landscape features, human activities and aquatic health. This study focuses on the estimation of the water pollution linked to two different environmental issues: salt water intrusion and acid mine drainage related to the exploitation of natural resources. Effects of salt water intrusion occurring in the shallow aquifer north of Ravenna (Italy) was analysed through the study of ion- exchange occurring in the area and its variance throughout the year, applying a depth-specific sampling method. In the study area were identified ion exchange, calcite and dolomite precipitation, and gypsum dissolution and sulphate reduction as the main processes controlling the groundwater composition. High concentrations of arsenic detected only at specific depth indicate its connexion with the organic matter. Acid mine drainage effects related to the tin extraction in the Bolivian Altiplano was studied, on water and sediment matrix. Water contamination results strictly dependent on the seasonal variation, on pH and redox conditions. During the dry season the strong evaporation and scarce water flow lead to low pH values, high concentrations of heavy metals in surface waters and precipitation of secondary minerals along the river, which could be released in oxidizing conditions as demonstrated through the sequential extraction analysis. The increase of the water flow during the wet season lead to an increase of pH values and a decrease in heavy metal concentrations, due to dilution effect and, as e.g. for the iron, to precipitation.

Gli affidamenti c.d. in house nell'ordinamento comunitario e nazionale con particolare riferimento al settore dei trasporti pubblici

Il presente progetto di ricerca analizza quella particolare forma di affidamento diretto dei servizi pubblici denominata in house providing e si articola in tre sezioni. Nella prima sezione viene analizzata la disciplina dei servizi pubblici locali nell’ordinamento italiano mediante un excursus normativo dai primi del 900 ad oggi; la seconda sezione è dedicata alla disciplina dell’affidamento dei servizi pubblici locali di trasporto; la terza sezione, infine, descrive l’in house providing e l’elaborazione pretoria di tale istituto operata dalla giurisprudenza comunitaria. Come noto, la pubblica amministrazione può soddisfare le sue esigenze secondo due diverse modalità: ricorrendo al libero mercato come qualsiasi altro operatore economico oppure auto-producendo i beni e i servizi di cui necessita. Infatti, nonostante il diritto comunitario imponga il rispetto del principio di tutela della concorrenza, lascia impregiudicato il potere di auto-organizzazione in capo alle pubbliche amministrazioni negli Stati membri, le quali potranno scegliere di agire “in economia” o di ricorrere alle prestazioni di operatori terzi. Con la locuzione di derivazione comunitaria in house providing si definisce quel modello organizzativo mediante il quale le pubbliche amministrazioni realizzano le attività di loro competenza attraverso i propri organismi, cioè senza ricorrere al libero mercato per procurarsi i lavori, i servizi e le forniture ad esse occorrenti o per erogare alla collettività prestazioni di pubblico servizio, in deroga ai principi comunitari sulla tutela della concorrenza stabiliti nel Trattato istitutivo della Comunità Europea, che invece imporrebbero lo svolgimento di gare ad evidenza pubblica per l'affidamento di tali servizi. Tuttavia, come chiarito dalla giurisprudenza comunitaria e nazionale, affinché la procedura di gara non sia necessaria, occorre che tra l’amministrazione e il prestatore ci sia sostanziale identità, nonostante le distinte personalità giuridiche, in modo tale da configurare il contratto tra le stesse intercorso come un atto di organizzazione interna.

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.