A method for individual identification of echolocation signals in free-ranging finless porpoises carrying data loggers

Echolocation click events of a free-ranging juvenile and an adult finless porpoise (Neophocaena phocaenoides) were recorded with an acoustic data logger. Additionally, dive depth and swim speed of the juvenile were recorded with a behavior data logger. Echoes of echolocation signals from the water surface were clearly detected in shallow dives approximately less than 2 m. The delay time between a surface echo and a direct signal corresponded with the two-way transmission time for the animal's depth, indicating that the signals originated from the animal wearing the data loggers. The finless porpoises produced echolocation signals frequently and were thought to be able to detect their depth by listening to echoes from the water surface. (C) 2000 Acoustical Society of America. [S0001-4966(00)01609-X].

Real-time data acquisition system for the Identification of dynamic temperature models in a hydroponic greenhouse

A real-time data acquisition and identification system implemented in a soil-less greenhouse located in the south of Portugal is described. The system performs real-time data acquisition from a set of sensors connected to a data logger.

The behaviour of a hawksbill turtle data-logged during the passage of hurricane Georges through the Caribbean

Recent severe hurricanes in the Caribbean and south-east United States have had devastating socio-economic effects, and there is a pressing need to learn how animals are impacted by such events. We serendipitously deployed a multi-channel data logger onto a hawksbill turtle (Eretmochelys imbricata) during the breeding season in 1998 and logged various aspects of her behaviour before, during and after passage of hurricane Georges. As Georges passed by, the turtle made shorter dives, became more active and spent less time at the surface between dives compared with its baseline, non-storm activity. However, after passage of the hurricane the turtle quickly resumed its pre-hurricane behaviour and nested successfully a few days later. These results show that, in this case, the hurricane had a minor impact on the submerged animal presumably because of the dampening effect of depth on high winds over water.

Do leatherback turtles Dermochelys coriacea forage during the breeding season? A combination of data-logging devices provide new insights

Animals which undertake migrations from foraging grounds to suitable breeding areas must adopt strategies in these new conditions in order to minimise the rate at which body condition deteriorates (which will occur due to oogenesis or provisioning for young). For some animals this involves continuing foraging, whereas for others the optimal strategy is to fast during the breeding season. The leatherback turtle undertakes long-distance migrations from temperate zones to tropical breeding areas, and in some of these areas it has been shown to exhibit diving behaviour indicative of foraging. We used conventional time–depth recorders and a single novel mouth-opening sensor to investigate the foraging behaviour of leatherback turtles in the southern Caribbean. Diving behaviour suggested attempted foraging on vertically migrating prey with significantly more diving to a more consistent depth occurring during the night. No obvious prey manipulation was detected by the mouth sensor, but rhythmic mouth opening did occur during specific phases of dives, suggesting that the turtle was relying on gustatory cues to sense its immediate environment. Patterns of diving in conjunction with these mouth-opening activities imply that leatherbacks are attempting to forage during the breeding season and that gustatory cues are important to leatherbacks.

Contributo dell'algoritmo euristico ghest nella caratterizzazione energetica di una rete di distribuzione idrica

Un sistema di distribuzione idropotabile (Water Distribution Network -WDN), data la sua complessità strutturale e funzionale, per l' ordinario esercizio richiede elevati quantitativi di energia. L'attuale trend tecnico/scientifico incoraggia la loro gestione e progettazione nell'ottica di un generale risparmio di energia che, oltre ad un indiscusso vantaggio economico, implica sopratutto una razionalizzazione dell'impiego di risorsa idrica. Questo è il contesto scientifico/culturale in cui il presente elaborato si colloca. Nello specifico, ci si propone la caratterizzazione energetica di la rete di distribuzione idrica Cabrera_network.(rivisitazione della rete presentata da E.Cabrera e M.Pardo nel loro studio del 2010) . Si sono quindi qualificati i legami tra i consumi energetici ed aspetti, quali: dimensionamento dei condotti, perdite idriche, tipologia di pompa centrifuga sfruttata e livello idrico massimo del serbatoio di compenso. Ciò è stato esplicato in due fasi di analisi. In una primo momento, si sono impiegati strumenti classi quali il simulatore idraulico Epanet2 e i fogli di calcolo Excel. In un secondo momento, il problema dell'ottimizzazione energetica della rete è stato risolto a mezzo l'algoritmo euristico GHEST. Al di là delle specifiche conclusioni, cui si rinvia, l'elaborato consente di cogliere un più generale profilo di ordine metodologico: l'importanza di una visione d'insieme del problema energetico in un sistema di distribuzione idropotabile, dalla quale, nel caso di specie, emerge che la scelta più ragionevole, al fine dell'ottimizzazione energetica, consiste nell'individuazione del più idoneo modello di pompa alimentante la rete. Per poi, data l'onere progettuale e applicativo che comporta, provvedere al reinvestimento dei capitali risparmiati in attività volte alla riduzione delle perdite idriche. Sono questi infatti, i due aspetti che più incidono sui consumi energetici nel caso di studio.

Neural network modelling of the wave-structure interaction processes

This thesis presents a new Artificial Neural Network (ANN) able to predict at once the main parameters representative of the wave-structure interaction processes, i.e. the wave overtopping discharge, the wave transmission coefficient and the wave reflection coefficient. The new ANN has been specifically developed in order to provide managers and scientists with a tool that can be efficiently used for design purposes. The development of this ANN started with the preparation of a new extended and homogeneous database that collects all the available tests reporting at least one of the three parameters, for a total amount of 16’165 data. The variety of structure types and wave attack conditions in the database includes smooth, rock and armour unit slopes, berm breakwaters, vertical walls, low crested structures, oblique wave attacks. Some of the existing ANNs were compared and improved, leading to the selection of a final ANN, whose architecture was optimized through an in-depth sensitivity analysis to the training parameters of the ANN. Each of the selected 15 input parameters represents a physical aspect of the wave-structure interaction process, describing the wave attack (wave steepness and obliquity, breaking and shoaling factors), the structure geometry (submergence, straight or non-straight slope, with or without berm or toe, presence or not of a crown wall), or the structure type (smooth or covered by an armour layer, with permeable or impermeable core). The advanced ANN here proposed provides accurate predictions for all the three parameters, and demonstrates to overcome the limits imposed by the traditional formulae and approach adopted so far by some of the existing ANNs. The possibility to adopt just one model to obtain a handy and accurate evaluation of the overall performance of a coastal or harbor structure represents the most important and exportable result of the work.