1,720,970 research outputs found

    Modeling of brine outfall at the planning stage of desalination plants

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    The growing demand for drinkable water and its reliable supply have persuaded populations from many parts of the globe to construct desalination plants. The need for seawater means locating these plants in coastal areas and then naturally to dispose of their brine waste into the sea through outfalls at some distance from the shoreline. However, determining the optimum site for water intake and brine outfalls is the key issue at the planning stage of coastal desalination plant projects. Modeling studies are outlined on the spread of salt concentratedwaste that is continuously released into the sea. The principal aimof this case studywas to establish a choice of brine outfall locationwith the least impact on the marine environment. In particular, the increase in salinity in coastal waters where protected vegetation species live was considered as the selection parameter for the disposal of the dense discharge source. Contrary to expectations, themodeling results reveal that the potential impact of salt disposal on vegetation can be alleviated by planning a shorter outfall

    Desalination brine discharge modelling as support for planning decision

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    A great deal of attention has been devoted worldwide to the environmental aspects and impact of desalination plants, mainly those involving the pumping of salt concentration back into the sea. This paper deals with the problems caused by brine discharge into a marine environment, which are principally due to its high salt concentration compared to sea salinity. A mathematical modelling of brine mixing processes was carried out at the planning and site selection stage of a desalination plant project, according to the agreement between the Municipal Waterworks of Bari and the Technical University of Bari, Italy. The aim of the study was to find a site for brine outfall with a lower environmental impact. As result, both direct and indirect advantages were discovered in adding desalinated water into marine areas where there is an existing waste water outfall deriving from the West Bari treatment plant

    Numerical simulations of water wave propagation by volume of fluid approach

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    Within the study of artificial waves generated in laboratory, numerical simulations of the wave fields determined by piston-type wavemakers were carried out by means of Computational Fluid Dynamics. For the numerical wave flumes, two different commercial codes, namely CFX and FLUENT, were used solving the unsteady, two-dimensional Navier-Stokes equations and applying the Volume Of Fluid methodology to deal with the different phases. In this way it was possible to calculate the wave propagation and analyze the generated incident waves. The accuracy of the numerical results in terms of wave profiles and propagation were assessed by comparison with an analytical solution available in literature showing a very good agreement of both the numerical results with the theoretical data. Moreover, a preliminary study was performed considering a more complex wave field which propagates in a simplified constant-slope coastal model

    Wave and turbulent Reynolds stresses in irregular shoaling waves

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    The dynamics of regular breaking waves has been both widely and successfully investigated. In any case, many natural coastal processes are commonly due to irregular breaking waves, the behaviour of which requires thorough study. The present research aims to investigate the distributions of the wave and turbulent Reynolds shear stresses in a laboratory irregular wave, characterized by a narrow banded spectrum, which develops on a sloping sand bottom, in intermediate waters. Experiments focused on the wave shoaling region, in order to analyze the effects of breaking induced turbulence outside the surf zone, taking into account that turbulence is not limited to the breaking region but it spreads also outside the surf zone. The phase-averaging technique was used to separate the turbulent components from the steady ones. All the analysed values derive directly from real measurements and are not interpolated. Moreover, a 3D Acoustic Doppler Velocimeter was adopted to measure the wave velocity, consequently the longshore component of the velocity is also available to estimate the shear stresses. These experimental data were also used to test some literary numerical models and relevant results have been obtained, which confirm the outputs of the abovementioned models in the cases of non dissipative waves propagating above a flat bottom and dissipative waves propagating over a sloping bottom

    The erosion along the apulian coast

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    The Adriatic coast between the towns of Trani and Manfredonia in the Apulian Region in the South East of Italy, has seen changed of its morphology due to the effects of the human action. In the middle of this coast is located the Ofanto river. Its solid transport diminished during the second half of the 1900th directly influencing the coastal morphology. Other influence on the coastal evolution is related to the presence of coastal structures, coastal roads, resorts and houses along the coast in the neighbour of the river mouth. The river mouth is included between the port of Margherita di Savoia and the port of Barletta. Either the presence of those ports and the hydrological changes of the river caused the significant erosion of the coast. The analysis reported in the paper has been developed using the information obtained from historical maps and surveys and studying the hydrological rate data provided by he ministry surveys along the river. Even the information of the Municipalities and of the local population were very important to understand the evolution of the coast
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