Field experiences with floating breakwaters in the eastern United States /

In the past 10 years, the use of floating breakwaters as temporary coastal structures has become increasingly widespread in the United States as an inexpensive means for suppressing waves. However, as with any new technology, there have been many failures and a substantial number of imaginative, successful innovations. One of the chief problems contributing to the failure rate has been a lack of awareness by designers of reliable, up-to-date technical information. As part of a large research effort to remedy this problem, a survey was conducted on field experience with floating breakwaters in the Eastern United States. Results of the survey confirmed that state-of-the-art technical literature is not being properly disseminated. Structures built according to early design manuals were shown to have failed before the completion of their design life. Conversely, floating breakwaters built to the standards set by recent research have fared well and show promise of meeting their design golas. The weakest areas of the present technology are flotation and the anchoring systems. It is recommended that a concentrated research effort be directed toward these problem areas; it is also recommended that the monitoring of state-of-the-art projects continue. (Author).

The motion of a floating sphere in surface waves /

Mode of access: Internet.

Two-degree-of-freedom vortex-induced vibration of circular cylinders with very low aspect ratio and small mass ratio

The investigation of vortex-induced vibration on very short cylinders with two degrees of freedom has drawn the attention of a large number of researchers. Some investigations on such a problem are carried out in order to have a better understanding of the physics involved in vortex-induced motions of floating bodies such as offshore platforms. In this paper, experiments were carried out in a recirculating water channel over the range of Reynolds number 6000

Two-degree-of-freedom vortex-induced vibration of circular cylinders with very low aspect ratio and small mass ratio

The investigation of vortex-induced vibration on very short cylinders with two degrees of freedom has drawn the attention of a large number of researchers. Some investigations on such a problem are carried out in order to have a better understanding of the physics involved in vortex-induced motions of floating bodies such as offshore platforms. In this paper, experiments were carried out in a recirculating water channel over the range of Reynolds number 6000

Caracterización de la agitación local y la respuesta oscilatoria de un buque mediante el uso de técnicas de visión artificial : aplicación al análisis de los umbrales operativos en líneas de atraque y amarre

El desarrollo de actividades de carga y descarga son parte de la esencia de la naturaleza funcional de un puerto, de las cuales derivan en gran medida los ingresos del mismo y la eficiencia de la cadena logística en su conjunto. Las oscilaciones en el interior de una dársena y en un línea de atraque disminuyen la calidad de la estancia de las embarcaciones en puerto, reducen el rendimiento de la estiba de los buques y solicitan y fatigan las estructuras y los cuerpos flotantes amarrados. Si los parámetros que definen la agitación local se aproximan a regiones de fallo 0 parada, el subsistema pierde rendimiento, fiabilidad y finalmente se paralizan las operaciones, produciéndose de este modo tiempos de inactividad. Estas paradas operativas conllevan pérdidas económicas para la terminal y, consecuentemente, para el puerto. Hoy día se dispone vastas redes de monitorización destinadas a la caracterización del medio físico en el entorno de los puertos. Paralelamente, las operaciones de manipulación de cargas en las terminales se están dirigiendo hacia modelos de automatización o semi automatización, que permiten no sólo la sistematización de procesos, sino también un profundo conocimiento del flujo de tareas. En este contexto hay un déficit de información sobre cómo afectan los diferentes forzadores del medio físico al rendimiento, la seguridad funcionalidad del proceso de manipulación de carga y descarga. Esto se debe en gran medida a la falta de registros dilatados en el tiempo que permitan correlacionar todos los aspectos mencionados de un modo particularizado para cada línea de atraque y amarre de un puerto. En esta tesis se desarrolla una metodología de vídeo monitorización no intrusiva y de bajo coste basada en la aplicación de técnicas "pixel tool' y la obtención de los parámetros extrínsecos de una observación monofocal. Con ello pretende poner en valor las infraestructuras de vídeo vigilancia de los puertos y de los laboratorios de experimentación a escala reducida, con el objeto de facilitar el estudio los umbrales operativos de las áreas de atraque y amarre. The development of loading and unloading activities is an essential part of he functional nature of a port, which derive largely from he same income and the efficiency of he supply chain as a whole. The oscillations inside a dock and a mooring line diminish he quality of the stay of vessels in port reducing the performance of the stowage of ship and asking and fatigued structures and moored floating bodies. If the parameters defining the local al agitation regions are close to areas of failure or shutdown, he subsystem looses performance, reliability and eventually paralyzes the operations, thereby producing downtime. These operational stops entail economic 1osses to the terminal and, consequently for the port. Today vast networks of monitoring, aimed at he characterization of the physical environment in the vicinity of he ports, are available. In parallel, the cargo handling operations at terminals are moving towards automation or semi-automation models that allow not only the systematization of processes, but also a deep understanding of he workflow. In this context, there is a lack of information about how the different forcing agents of the physical environment affect the performance and he functional safety of the loading and unloading process. This is due largely to the lack of spread-over-time records which would allow to correlate all aspects mentioned, specifically, for each berthing and mooring of a port. This thesis develops a methodology for non-intrusive and low cost monitoring video based on the application of "pixel tool" techniques and on obtaining the extrinsic parameters of a monofocal observation. It seeks an enhancement of the video monitoring infrastructure at ports and at experimental laboratories of reduced scale, in order to facilitate the study of operational thresholds berthing and mooring areas.

Experimental and theoretical study of motion of a barge as moored in ocean waves.

Mode of access: Internet.

Principes fondamentaux de l'équilibre et du mouvement des corps flottans dans deux milieux résistans : à l'usage des élèves de l'Ecole royale du génie maritime /

Bound with: Sommaire du cours de l'Ecole spéciale du génie maritime / par P.-J. Moreau. Brest : Lefournier, 1827.

Applications de géométrie et de méchanique : à la marine aux ponts et chaussées, etc., pour faire suite aux Développements de géométrie /

I. De la stabilité des corps flottants -- II. Du tracé des routes Isolées -- III. Sur le tracé des routes, dans les débiais et les rembials -- IV. Sur les routes sulvies par la lumiére et par les corps élastiques, en général, dans les phénoménes de la réflexion et de la réfraction -- V. Examen théorique de la structure des vaisseaux angials.

Time-domain simulation of wave-induced ship motions by a Rankine panel method

In this thesis, a numerical program has been developed to simulate the wave-induced ship motions in the time domain. Wave-body interactions have been studied for various ships and floating bodies through forced motion and free motion simulations in a wide range of wave frequencies. A three-dimensional Rankine panel method is applied to solve the boundary value problem for the wave-body interactions. The velocity potentials and normal velocities on the boundaries are obtained in the time domain by solving the mixed boundary integral equations in relation to the source and dipole distributions. The hydrodynamic forces are calculated by the integration of the instantaneous hydrodynamic pressures over the body surface. The equations of ship motion are solved simultaneously with the boundary value problem for each time step. The wave elevation is computed by applying the linear free surface conditions. A numerical damping zone is adopted to absorb the outgoing waves in order to satisfy the radiation condition for the truncated free surface. A numerical filter is applied on the free surface for the smoothing of the wave elevation. Good convergence has been reached for both forced motion simulations and free motion simulations. The computed added-mass and damping coefficients, wave exciting forces, and motion responses for ships and floating bodies are in good agreement with the numerical results from other programs and experimental data.

Relativistic Archimedes law for fast moving bodies and the general-relativistic resolution of the submarine paradox

We investigate and solve in the context of general relativity the apparent paradox which appears when bodies floating in a background fluid are set in relativistic motion. Suppose some macroscopic body, say, a submarine designed to lie just in equilibrium when it rests (totally) immersed in a certain background fluid. The puzzle arises when different observers are asked to describe what is expected to happen when the submarine is given some high velocity parallel to the direction of the fluid surface. on the one hand, according to observers at rest with the fluid, the submarine would contract and, thus, sink as a consequence of the density increase. on the other hand, mariners at rest with the submarine using an analogous reasoning for the fluid elements would reach the opposite conclusion. The general relativistic extension of the Archimedes law for moving bodies shows that the submarine sinks. As an extra bonus, this problem suggests a new gedankenexperiment for the generalized second law of thermodynamics.

Clustering Of Water Bodies In Unpolluted And Polluted Environments Based On Escherichia Coli Phylogroup Abundance Using A Simple Interaction Database.

Different types of water bodies, including lakes, streams, and coastal marine waters, are often susceptible to fecal contamination from a range of point and nonpoint sources, and have been evaluated using fecal indicator microorganisms. The most commonly used fecal indicator is Escherichia coli, but traditional cultivation methods do not allow discrimination of the source of pollution. The use of triplex PCR offers an approach that is fast and inexpensive, and here enabled the identification of phylogroups. The phylogenetic distribution of E. coli subgroups isolated from water samples revealed higher frequencies of subgroups A1 and B23 in rivers impacted by human pollution sources, while subgroups D1 and D2 were associated with pristine sites, and subgroup B1 with domesticated animal sources, suggesting their use as a first screening for pollution source identification. A simple classification is also proposed based on phylogenetic subgroup distribution using the w-clique metric, enabling differentiation of polluted and unpolluted sites.

Corpos na escola : (des)compassos entre a educação física e a religião = Bodies in school: (un)measures between physical education and religion

Universidade Estadual de Campinas . Faculdade de Educação Física

An Eulerian Immersed Boundary Method for flow simulations over stationary and moving rigid bodies

The fluid flow over bodies with complex geometry has been the subject of research of many scientists and widely explored experimentally and numerically. The present study proposes an Eulerian Immersed Boundary Method for flows simulations over stationary or moving rigid bodies. The proposed method allows the use of Cartesians Meshes. Here, two-dimensional simulations of fluid flow over stationary and oscillating circular cylinders were used for verification and validation. Four different cases were explored: the flow over a stationary cylinder, the flow over a cylinder oscillating in the flow direction, the flow over a cylinder oscillating in the normal flow direction, and a cylinder with angular oscillation. The time integration was carried out by a classical 4th order Runge-Kutta scheme, with a time step of the same order of distance between two consecutive points in x direction. High-order compact finite difference schemes were used to calculate spatial derivatives. The drag and lift coefficients, the lock-in phenomenon and vorticity contour plots were used for the verification and validation of the proposed method. The extension of the current method allowing the study of a body with different geometry and three-dimensional simulations is straightforward. The results obtained show a good agreement with both numerical and experimental results, encouraging the use of the proposed method.