Estudio en modelo físico a escala reducida de la viabilidad del empleo de buques fondeados como diques flotantes para abrigo portuario y defensa de costas

Los diques flotantes son estructuras que atenúan la energía del oleaje fundamentalmente por reflexión y turbulencia. Aunque presentan importantes ventajas en términos constructivos y medioambientales, su efectividad es limitada y en la práctica sólo se emplean en condiciones climáticas propias de zonas con oleajes poco energéticos. Por otro lado, el buque es la estructura flotante por excelencia y su empleo para el abrigo portuario y costero en determinadas situaciones puede aportar las ventajas propias de los diques flotantes, al tiempo que ampliar el rango de oleajes frente a los que estas estructuras son efectivas. El propósito de esta Tesis Doctoral es evaluar la viabilidad del empleo de buques fondeados como diques flotantes para el abrigo portuario y costero. Para ello, se han realizado ensayos en modelo físico a escala reducida en un canal de oleaje del Centro de Estudios de Puertos y Costas (CEPYC), con el objeto de determinar los coeficientes de transmisión (Ct), reflexión (Cr) y disipación (Cd) de barcos de diversas tipologías y dimensiones, sometidos a diferentes oleajes en distintas situaciones de carga, fondeo y profundidad del emplazamiento. La efectividad de los buques empleados en los ensayos se ha determinado mediante el análisis de dichos coeficientes y su variación con la altura de ola y el periodo de los oleajes incidentes. Además, se han registrado las fuerzas existentes en las cadenas de fondeo con objeto de comprobar la viabilidad del mismo y facilitar una estimación del diámetro de las cadenas que serían necesarias en cada situación. Posteriormente, se han aplicado los resultados obtenidos en los ensayos en modelo físico reducido a dos situaciones de abrigo portuario y costero. La primera aplicación consiste en el empleo de buques como defensa temporal en fases constructivas por medios marítimos, partiendo de la hipótesis de que, actuando como diques flotantes, puede proteger la zona de la obra y ampliar las ventanas temporales de periodos de actividad en obra marítima. Las actividades que se han analizado son las de dragado de fondos, vertidos de material granular y transporte y fondeo de cajones flotantes para diques y muelles. La segunda aplicación estudiada es el empleo de buques para la protección costera y la formación de salientes y tómbolos. Los coeficientes de transmisión obtenidos se han introducido en formulaciones analíticas que permiten prever la evolución de la costa frente a la protección procurada por el buque actuando como dique flotante exento. Finalmente se han redactado las conclusiones de la investigación y se han propuesto nuevas líneas de investigación relacionadas con esta Tesis Doctoral. Floating breakwaters are structures which attenuate wave energy mainly by reflection and turbulence. They display advantages in terms of construction and ecology, amongst others. However, their use is restricted in practice to certain areas with good climatic conditions and low energy waves. Moreover, ships are the most common floating structures and their use for port and coastal shelter in certain situations could widen the range of applicability in addition to the rest of advantages of floating breakwaters. The purpose of this research is to assess the feasibility of ships anchored as floating breakwaters for port and coastal protection. To that end, tests in a scaled down physical model have been conducted in a wave flume in the Centre of Port and Coastal Studies (CEPYC), in order to determine the transmission (Ct), reflection (Cr) and dissipation (Cd) coefficients of ships of diverse types and dimensions, under different wave, load, anchoring and depth conditions. The effectiveness of the several ships used in the tests has been determined by analyzing these coefficients and their variation with the wave height and period of the incident waves. In addition, the existing forces in the anchor chains have been registered to verify the feasibility of the anchoring systems, as well as to provide an estimation of the diameter of the chains that would be needed in each situation. Subsequently, the results of the tests have been applied to two situations of port and coastal protection. The first one is the use of ships as a temporary defense for maritime works with construction phases by maritime means, on the assumption that, acting as floating breakwaters, they can protect the work area and increase the time windows of periods of activity in maritime works. Dredging, dumping of granular material and transport and positioning of big concrete caissons for docks and breakwaters were the activities analyzed. The second situation is the use of ships for coastal protection and forming salients of sand or tombolos. Some analytical formulations which take into account the transmission coefficients from the tests have been used to predict the evolution of the coastline under the protection given by the ships acting as detached floating breakwaters. Finally, the conclusions of the research have been addressed and the proposal of new lines of work related to the topic has been made.

Appropiate locations for geotextile bag revetments: an analysis

Social pressure exerted by urban development, the increase in erosion on many coastal stretches, and the rise in sea level due to climate change over the last few decades have led governments to increase investment in coastal protection. In turn, a reduction in costs and increases in ease of construction and rate of implementation have led to sand-filled geotextile elements, such as bags, tubes, and containers, becoming an alternative or supplement to traditional coastal defence materials, such as rubble mounds, concrete, and so on. Not all coastal zones are appropriate for sand-filled geotextile structures as coastal defences. This article analyses suitable zones for locating geotextile bag revetments to protect coasts from storm erosion and concludes that the least suitable zones are the surf zone (on an open coast and on a slightly protected coast) and deep water (on an open coast), except if a suitable reinforcement is carried out when the demand makes it necessary this build this kind of defence.

Fiji mapped mangrove ecosystem service rankings in GeoJSON format

Incorporating the values of the services that ecosystems provide into decision making is becoming increasingly common in nature conservation and resource management policies, both locally and globally. Yet with limited funds for conservation of threatened species and ecosystems there is a desire to identify priority areas where investment efficiently conserves multiple ecosystem services. We mapped four mangrove ecosystems services (coastal protection, fisheries, biodiversity, and carbon storage) across Fiji. Using a cost-effectiveness analysis, we prioritised mangrove areas for each service, where the effectiveness was a function of the benefits provided to the local communities, and the costs were associated with restricting specific uses of mangroves. We demonstrate that, although priority mangrove areas (top 20%) for each service can be managed at relatively low opportunity costs (ranging from 4.5 to 11.3% of overall opportunity costs), prioritising for a single service yields relatively low co-benefits due to limited geographical overlap with priority areas for other services. None-the-less, prioritisation of mangrove areas provides greater overlap of benefits than if sites were selected randomly for most ecosystem services. We discuss deficiencies in the mapping of ecosystems services in data poor regions and how this may impact upon the equity of managing mangroves for particular services across the urban-rural divide in developing countries. Finally we discuss how our maps may aid decision-makers to direct funding for mangrove management from various sources to localities that best meet funding objectives, as well as how this knowledge can aid in creating a national mangrove zoning scheme.

Análise de estabilidade de falésias na zona costeira de Baía Formosa - RN

The natural and anthropogenic changes that are occurring at the coastal zone around the world represent the greatest problem to society in this century. This problem becomes more evident due to high density of coastal cities, to growing tourist-estate speculation of those areas and to climate change that tend to trigger and accelerate the erosive processes that operating in the littoral. In this context, it‟s possible perceive ever more a significant increase of problems associated to the coastal erosion and retreat of cliffs in the state of Rio Grande do Norte, where this study area of this search is located. The area is located in the coastal zone of the city of Baía Formosa/RN, in south-eastern coast of Rio Grande do Norte, and has a extension of about 1200 meters along the Porto beach. The main objective of this study is to analyze the stability of these cliffs in this region. Through field investigations, testings and computational analysis using the Finite Element Method and Equilibrium Limit Methods. The area was divided into four sections, and were applied checklists, and also realized characterization tests and direct shear tests with materials obtained along these sections. In this manner, it was found that the segments of cliff in this coastal zone have heights around 4 meters to 14 meters and inclinations of approximately 40° to 90°.However the constituents soils of the cliffs were classified, in general terms in accordance to Unified Soil Classification System (USCS), as clayey sands or silty sands, clays of low plasticity, clayey gravels and poorly graduaded sands. The most variegated and clayey soils belong to base of the cliff. The stability analysis showed that the safety factors ranged in section 01, from 1.92 to 4.93, in the section 02, from 1.00 to 1.43, in the section 03, from 1.36 to 1.75 , and section 04, from 1.00 to 3.64. Thus, the sections 02 and 03 were considered more unstable. However, the section 03 can be considered as the most critical section due to the absence of coastal protection structures and the narrow strip of beach.

Historical comparisons reveal multiple drivers of decadal change of an ecosystem engineer at the range edge

Biogenic reefs are important for habitat provision and coastal protection. Long-term datasets on the distribution and abundance of Sabellaria alveolata (L.) are available from Britain. The aim of this study was to combine historical records and contemporary data to (1) describe spatiotemporal variation in winter temperatures, (2) document short-term and long-term changes in the distribution and abundance of S. alveolata and discuss these changes in relation to extreme weather events and recent warming, and (3) assess the potential for artificial coastal defense structures to function as habitat for S. alveolata. A semi-quantitative abundance scale (ACFOR) was used to compare broadscale, long-term and interannual abundance of S. alveolata near its range edge in NW Britain. S. alveolata disappeared from the North Wales and Wirral coastlines where it had been abundant prior to the cold winter of 1962/1963. Population declines were also observed following the recent cold winters of 2009/2010 and 2010/2011. Extensive surveys in 2004 and 2012 revealed that S. alveolata had recolonized locations from which it had previously disappeared. Furthermore, it had increased in abundance at many locations, possibly in response to recent warming. S. alveolata was recorded on the majority of artificial coastal defense structures surveyed, suggesting that the proliferation of artificial coastal defense structures along this stretch of coastline may have enabled S. alveolata to spread across stretches of unsuitable natural habitat. Long-term and broadscale contextual monitoring is essential for monitoring responses of organisms to climate change. Historical data and gray literature can be invaluable sources of information. Our results support the theory that Lusitanian species are responding positively to climate warming but also that short-term extreme weather events can have potentially devastating widespread and lasting effects on organisms. Furthermore, the proliferation of coastal defense structures has implications for phylogeography, population genetics, and connectivity of coastal populations.

Historical comparisons reveal multiple drivers of decadal change of an ecosystem engineer at the range edge

Biogenic reefs are important for habitat provision and coastal protection. Long-term datasets on the distribution and abundance of Sabellaria alveolata (L.) are available from Britain. The aim of this study was to combine historical records and contemporary data to (1) describe spatiotemporal variation in winter temperatures, (2) document short-term and long-term changes in the distribution and abundance of S. alveolata and discuss these changes in relation to extreme weather events and recent warming, and (3) assess the potential for artificial coastal defense structures to function as habitat for S. alveolata. A semi-quantitative abundance scale (ACFOR) was used to compare broadscale, long-term and interannual abundance of S. alveolata near its range edge in NW Britain. S. alveolata disappeared from the North Wales and Wirral coastlines where it had been abundant prior to the cold winter of 1962/1963. Population declines were also observed following the recent cold winters of 2009/2010 and 2010/2011. Extensive surveys in 2004 and 2012 revealed that S. alveolata had recolonized locations from which it had previously disappeared. Furthermore, it had increased in abundance at many locations, possibly in response to recent warming. S. alveolata was recorded on the majority of artificial coastal defense structures surveyed, suggesting that the proliferation of artificial coastal defense structures along this stretch of coastline may have enabled S. alveolata to spread across stretches of unsuitable natural habitat. Long-term and broadscale contextual monitoring is essential for monitoring responses of organisms to climate change. Historical data and gray literature can be invaluable sources of information. Our results support the theory that Lusitanian species are responding positively to climate warming but also that short-term extreme weather events can have potentially devastating widespread and lasting effects on organisms. Furthermore, the proliferation of coastal defense structures has implications for phylogeography, population genetics, and connectivity of coastal populations.

Double Dyke System - Natural engineering solutions

According to various studies, the effects of climate change will be a danger to ecosystems and the population, especially in coastal areas, increasing the risk of floods. Authorities are taking action to prevent future disasters using traditional engineering solutions. These solutions can have high environmental and economic costs, fixing the coastline, increasing the salinization of aquifers, and can be subject to failure mechanisms. For this reason, studies were made to use natural engineering solutions for coastal protection, instead of traditional solutions, to achieve the UN SDGs. Coastal ecosystems have the natural ability to repair and restore themselves, increasing soil elevation, and attenuating waves. One of these solutions is the Double Dyke System, consisting of creating a salt marsh between the first dyke and a second inland. The goal is to protect the coasts and to restore ecosystems. The purpose of this study is to compare the costs of natural engineering solutions with traditional ones. It is assumed that these solutions may be more effective and less expensive in the long run. For this evaluation, a suitability analysis of the polders in the Dutch Zeeland region to assess the costs and benefits under different SLR scenarios was made. A saline intrusion model was also created to analyze the effects of a salt marsh on the aquifers. From the analyzes conducted, the implementation of the DDS turns out to be the cheapest coastal defense system in all SLR scenarios. The presence of a salt marsh could also have a positive impact on the prevention of saline intrusion in the various scenarios considered. The DDS could have a positive economic and environmental impact in the long term, reducing the investment costs for coastal defense and bringing important benefits for the protection of man and nature. Despite the results, more studies are needed on the efficiency of this defense system and on the economic evaluation of non-marketable ecosystem services.

Regional investment strategies (RIS) and coastal catchment initiative (CCI) project alignmnet to Great Barrier Reef Water Quality Protection Plan

The Great Barrier Reef Water Quality Protection Plan (the Reef Plan) is a joint initiative of the Australian and Queensland Governments. The Reef Plan aims to progress an integrated approach to natural resource management planning by building on the existing partnerships between the different levels of government, industry groups, the community and research providers within the Reef catchments, principally through partnerships with the regional natural resource management (NRM) bodies.

La protección y el manejo de océanos, mares y zonas costeras en la Plataforma de Tlatelolco sobre Medio Ambiente y Desarrollo: un análisis práctico de sus alcances = The protection and management of oceans, seas and coastal areas under the Tlatelolco Platform on Environment and Development: a practical analysis of its implications

Incluye Bibliografía

Mission Bay Harbor, San Diego County, California, design for wave and surge protection : coastal model investigation /

Includes abstract.

Design for navigation improvements, wave protection, and breakwater stability for proposed boat-launching facility, Laupahoehoe Point, Hawaii : coastal model investigation /

"March 1987."

Ventura Harbor, California, design for wave and shoaling protection : coastal model investigation /

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Coastal engineering studies in support of Virginia Beach, Virginia, beach erosion control and hurricane protection project.

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