Use of isotopes for studying nitrogen processes in a wetland within the Venice Lagoon watershed

The present study is based on the use of isotopes for evaluating the efficiency of nutrients removal of a wetland, in particular nitrogen and nitrates, also between the different habitats present in the wetland. Nutrients like nitrogen and phosphorus, normally distributed as fertilizers, are among the principal causes of diffuse pollution. This is particularly important in the Adriatic Sea, which is frequently subjected to eutrophication phenomena. So it is very crucial requalification of wetland, in which there are naturally depurative processes such as denitrification and plant uptake, which allow the reduction of pollutant loads that flow in water bodies. In this study nutrient reduction is analyzed in the wetland of the Comuna drain, which waters flow in the Venice lagoon. Chemical and isotopical analyses were performed on samples of water, vegetation, soil and sediments taken in the wetlands of the Comuna drain in four different periods of the year and on data of nitrogen and phosphorus concentration obtained by the LASA of the University of Padova. Values of total nitrogen and nitrates were obtained in order to evaluate the reduction within the different systems of the wetland. Instead, the isotopic values of nitrogen and carbon were used to evaluate which process influence more nitrogen reduction and to understand the origin of the nutrient, if it is from fertilizers, waste water or sewage. To conclude, the most important process in the wetland of the Comuna drain is plant uptake, in facts the bigger percentage of nitrogen reduction was in the period of vegetative growth. So it is important the study of isotopes in plant tissues and water residence time, whose increase would allow a greater reduction of nutrients.

Tunnelling induced settlements in soils under the water table.

Tema di questo lavoro sono i cedimenti indotti dallo scavo di gallerie superficiali in terreni coesivi sotto falda. In questi casi la velocità di avanzamento dello scavo v e la permeabilità del mezzo k influenzano molto l'evoluzione della consolidazione. Le ipotesi di risposta non drenata o drenata del mezzo saturo, comunemente adottate, sono valide solo per rapporto v/k estremamente alto o basso. Nei casi intermedi, analisi numeriche accoppiate che tengano conto del processo di consolidazione durante lo scavo sono indispensabili. Ciò nonostante, queste sono molto rare in letteratura viste le notevoli difficoltà teoriche e numeriche ad esse associate. Proprio per non incrementare ulteriormente tali difficoltà, si è deciso di adottare modelli costitutivi semplici quali: il modello elastico perfettamente plastico con criterio di resistenza alla Mohr Coulomb e il Modified Cam Clay. Dopo un' introduzione sulla risposta del terreno nell'intorno dello scavo al variare del modello costitutivo, è stato svolto uno studio parametrico del processo di consolidazione. Ci si è, successivamente, concentrati sulla capacità dei tre modelli costitutivi di predire l'andamento dei cedimenti, mediante confronto con le soluzioni empiriche proposte in letteratura. Infine, sono state effettuate una serie di simulazioni 3D accoppiate passo-passo con il programma agli elementi finiti Abaqus al variare della permeabilità del mezzo e del rivestimento installato, supposto infinitamente permeabile o impermeabile. È emerso che per v/k<100 o v/k>100000 non è necessario esaminare nel dettaglio la dipendenza dal tempo della risposta del suolo e si possono ottenere risultati affidabili assumendo condizioni drenate o non drenate, rispettivamente. Nei casi intermedi, invece, le condizioni sono da ritenersi transienti e l'unico modo per effettuare correttamente le analisi dei cedimenti e lo studio della stabilità del fronte è mediante analisi numeriche 3D idromeccaniche accoppiate.

Numerical and experimental investigation of structural stiffness influence on ratcheting convection cell in granular soils under cyclic loading

Lateral cyclic loaded structures in granular soils can lead to an accumulation of irreversible strains by changing their mechanical response (densification) and forming a closed convective cell in the upper layer of the bedding. In the present thesis the convective cell dimension, formation and grain migration inside this closed volume have been studied and presented in relation to structural stiffness and different loads. This relation was experimentally investigated by applying a cyclic lateral force to a scaled flexible vertical element embedded in dry granular soil. The model was monitored with a camera in order to derive the displacement field by means of the PIV technique. Modelling large soil deformation turns out to be difficult, using mesh-based methods. Consequently, a mesh-free approach (DEM) was chosen in order to investigate the granular flow with the aim of extracting interesting micromechanical information. In both the numerical and experimental analyses the effect of different loading magnitudes and different dimensions of the vertical element were considered. The main results regarded the different development, shape and dimensions of the convection cell and the surface settlements. Moreover, the Discrete Element Method has proven to give satisfactory results in the modelling of large deformation phenomena such as the ratcheting convective cell.