O atual estudo visa cooperar na compreensão dos efeitos da passagem de tempestades extremas sobre os sistemas litorâneos através do estudo de caso na Desembocadura de Cananéia, localizada na Ilha Comprida - SP. O trabalho contou com campanhas de campo para levantamento de dados topográficos e coletas de sedimentos, análises das condições ambientais atuantes durante o período dos campos, determinação da evolução da linha de costa através da análise de fotos aéreas e imagens de satélite e simulações numéricas para caracterizar o regime de ondas atuante na região. Foram produzidos mapas temáticos para representar as cotas de inundação associadas a ocorrência de marés meteorológicas .Os resultados indicaram que a ação das ondas de tempestade se da principalmente por meio do transporte onshore-offshore nas escalas temporais diária e mensal. A evolução da linha de costa obtida apontou para maior eficiência das correntes de deriva litorânea na escala decadal. A comparação entre os resultados topográficos/volumétricos e da evolução da linha de costa evidenciam uma tendência erosiva nas adjacências do Pontal de Fora associada à incidência de eventos atmosféricos extremos para o período entre 2001 e início de 2012. Os resultados das determinações das cotas de inundação apontam que os maiores impactos locais associados às mudanças climáticas serão provenientes das alterações na frequência de ocorrência e intensidade das tempestades / The current study aims to cooperate in the knowledge about the effects of the occurrence of extreme storms on coastal systems through the case study of the Desembocadura de Cananéia, located on Ilha Comprida - SP. The work included campaigns of field survey to collect topographic data and sediment samples, analysis of environmental conditions during the period of surveys, determination of the shoreline evolution through analysis of aerial photos and satellite images and numerical simulations to characterize the wave regime present in the region. Thematic maps were produced to represent the flood hazard associated with the occurrence of storm surges. Results indicated that the action of storm waves occurs primarily by means of the onshore-offshore transport on daily and monthly time scales. The evolution of the shoreline obtained pointed to greater efficiency of longshore currents on the decadal scale. The comparison between the topographic/volumetric results and the evolution of the coastline shows an erosive trend in the vicinity of the Pontal de Fora associated with the incidence of extreme weather events for the period between 2001 and early 2012. The results of the determinations of flood hazard areas points out that the major local impacts related to the global climate changes will come from variations in the frequency of occurrence and intensity of storms

O atual estudo visa cooperar na compreensão dos efeitos da passagem de tempestades extremas sobre os sistemas litorâneos através do estudo de caso na Desembocadura de Cananéia, localizada na Ilha Comprida - SP. O trabalho contou com campanhas de campo para levantamento de dados topográficos e coletas de sedimentos, análises das condições ambientais atuantes durante o período dos campos, determinação da evolução da linha de costa através da análise de fotos aéreas e imagens de satélite e simulações numéricas para caracterizar o regime de ondas atuante na região. Foram produzidos mapas temáticos para representar as cotas de inundação associadas a ocorrência de marés meteorológicas .Os resultados indicaram que a ação das ondas de tempestade se da principalmente por meio do transporte onshore-offshore nas escalas temporais diária e mensal. A evolução da linha de costa obtida apontou para maior eficiência das correntes de deriva litorânea na escala decadal. A comparação entre os resultados topográficos/volumétricos e da evolução da linha de costa evidenciam uma tendência erosiva nas adjacências do Pontal de Fora associada à incidência de eventos atmosféricos extremos para o período entre 2001 e início de 2012. Os resultados das determinações das cotas de inundação apontam que os maiores impactos locais associados às mudanças climáticas serão provenientes das alterações na frequência de ocorrência e intensidade das tempestades / The current study aims to cooperate in the knowledge about the effects of the occurrence of extreme storms on coastal systems through the case study of the Desembocadura de Cananéia, located on Ilha Comprida - SP. The work included campaigns of field survey to collect topographic data and sediment samples, analysis of environmental conditions during the period of surveys, determination of the shoreline evolution through analysis of aerial photos and satellite images and numerical simulations to characterize the wave regime present in the region. Thematic maps were produced to represent the flood hazard associated with the occurrence of storm surges. Results indicated that the action of storm waves occurs primarily by means of the onshore-offshore transport on daily and monthly time scales. The evolution of the shoreline obtained pointed to greater efficiency of longshore currents on the decadal scale. The comparison between the topographic/volumetric results and the evolution of the coastline shows an erosive trend in the vicinity of the Pontal de Fora associated with the incidence of extreme weather events for the period between 2001 and early 2012. The results of the determinations of flood hazard areas points out that the major local impacts related to the global climate changes will come from variations in the frequency of occurrence and intensity of storms

Thesis (M.A.)--Boston University / The City of Boston land use has altered the surrounding watersheds through creation of infrastructure, damming, landfill, and expansion of impervious surfaces. The continued growth of the City has historically outstripped the capacity of its combined storm and sanitary sewer system, necessitating discharges into area water bodies. In light of model forecasts by the Intergovernmental Panel on Climate Change predicting precipitation increases it is likely the already strained system will need additional capacity. Boston's tradition of expanding artificial capacity is compared to the City of Curitiba's enhanced natural capacity stormwater management plan. Limitations in both are discussed and the author concludes the City of Boston would benefit from increasing decentralized natural capacity through green rooftechnology. To investigate this claim remote sensing data was analyzed over three neighborhoods. The resulting available green roofing area was then combined with historical climate data to create a retention response model. The extrapolated city-wide model predicted retention of 19%-27% of total building received rainfall from 1983-2009. This model was then correlated with Combined Sewer Overflow (CSO) discharge National Pollutant Discharge Elimination System report data. The retention volume was found to accommodate most discharges in the FY2009 as well. Thus, extensive green roof technology presents a supplemental capacity building strategy for the City of Boston to avoid increases in future CSOs.

Extreme storms are responsible for rapid changes to coastlines worldwide. During the 2013/14 winter, the west coast of Europe experienced a sequence of large, storm-induced wave events, representing the most energetic period of waves in the last 60 years. The southwest coast of England underwent significant geomorphological change during that period, but exhibited a range of spatially variable and complex morphological responses, despite being subjected to the same storm sequence. The 2013/14 storm response along the southwest coast of England was first used as a natural field laboratory to explain the variability in storm response through the introduction and evaluation of a new classification of how sandy and gravel beaches respond to extreme storms. Cluster analysis was conducted using an unique data set of pre- and post-storm airborne Light Detection and Ranging (LiDAR) data from 157 beach sites and the calculation of volumetric beach changes and a novel parameter, the longshore variation index which quantifies the alongshore morphological variability in beach response. The method used can be applied to any sandy and gravel beaches where topographic data with sufficient spatial resolution is available. Four main beach response types were identified that ranged from large and alongshore uniform offshore sediment losses up to 170 m3 m-1 (at exposed, cross-shore dominated sites) to considerable alongshore sediment redistribution but limited net sediment change (at more sheltered sites with oblique waves). The key factors in determining the type of beach response are: exposure to the storm waves, angle of storm wave approach and the degree to which the beach is embayed. These findings provide crucial information for the development of coastal studies at regional scale, especially along coastal areas where abrupt changes in coastline orientation can be observed. A 10-year time series (2007-2017) of supra- and intertidal beach volume from exposed and cross-shore transport-dominated sites was used to examine the extent to which beach behaviour is coherent over a relatively large region (100-km stretch of coast) and predictably coupled to incident wave forcing. Over the study period, 10 beaches, exposed to similar wave/tide conditions, but having different sediment characteristics, beach lengths and degrees of embaymentisation, showed coherent and synchronous variations in sediment volumes, albeit at different magnitudes. This result is crucial for studying coastal changes in remote coastal areas or in areas where only few topographic data are available. The sequence of extreme storms of the 2013/14 winter, which represents the most erosive event over at least a decade along most of the Atlantic coast of Europe, is included in the data set, and three years after this winter, beach recovery is still on-going for some of the 10 beaches. Post-storm beach recovery was shown to be mainly controlled by post-storm winter wave conditions, while summer conditions consistently contributed to modest beach recovery. Skilful hindcasts of regional changes in beach volume were obtained using an equilibrium-type shoreline model, demonstrating that beach changes are coherently linked to changes in the offshore wave climate and are sensitive to the antecedent conditions. Furthermore, a good correlation was found between the beach volume changes and the new climate index WEPA (West Europe Pressure Anomaly), which offers new perspectives for the role and the use of climatic variations proxies to forecast coastline evolution. A process based model, XBeach, was used to model storm response at one macrotidal beach characterized by the largest sediment losses during the 2013/14 sequence of extreme storms. Beach volume changes were modelled over hypothetical scenarios with varying hydrodynamics conditions and beach states to investigate the relative roles of hydrodynamic forcing (i.e., waves and tides), beach antecedent state and beach-dune morphology in beach response to extreme storms. This modelling approach is applicable to any beach system where process based models have been implemented. Beside significant wave height and peak wave period, the beach antecedent state was shown to be the dominant factor in controlling the volumes of sediment erosion and accretion along this cross-shore dominated beach. Modelled volumes of erosion were, on average, up to three times higher along an accreted beach compared to an eroded beach for the same wave conditions. The presence of a dune, being only significantly active during spring tides and storm conditions along this macrotidal beach, was shown to reduce erosion or even cause accretion along the intertidal beach. This work provides a detailed, quantitative insight of the hydrodynamic and morphological processes involved in storm response and beach recovery on a number of spatial and temporal scales. This improved understanding of the potential impact of extreme events will hopefully aid future research efforts and ensure effective management of sedimentary coastlines.

nÃo hà / A modelagem ambiental à uma importante ferramenta para projetos e estudos envolvendo a gestÃo ambiental, devido à complexidade dos sistemas ambientais. Com ela à possÃvel integrar um grande nÃmero de variÃveis e processos de forma a obter uma visÃo dinÃmica de tais sistemas e avaliar as suas condiÃÃes presentes e futuras. Neste trabalho sÃo apresentados os resultados de modelagens da qualidade bacteriolÃgica da Ãgua da Ãrea costeira de Fortaleza (Brasil), frente a diversas entradas de cargas contaminantes nas mesmas. Coliformes termotolerantes, usados como indicadores de qualidade de Ãguas de banho pelas normas brasileiras, foram numericamente modelados usando o SisBaHiA (Sistema Base de HidrodinÃmica Ambiental), usando-se cargas contaminantes provenientes de trÃs diferentes tipos de fontes: rios, galerias pluviais e emissÃrio submarino. Os modelos foram implementados de forma a representar as variaÃÃes de decaimento frente à radiaÃÃo solar e outros fatores ambientais. Foram obtidos valores relativamente prÃximos entre os resultados modelados e monitorados em campo em diferentes cenÃrios. Os resultados mostraram que as galerias pluviais sÃo as fontes de contaminaÃÃo mais importantes, respondendo por episÃdios de nÃo cumprimento dos padrÃes de qualidade de Ãgua de banho, especialmente durante os perÃodos chuvosos. AlÃm disto, os resultados mostraram nÃo haver riscos da pluma do emissÃrio submarino de Fortaleza alcanÃar as Ãreas de banho das praias da cidade. / The environmental modeling is an important tool for studies and projects involving environmental management, due to the complexity of environmental systems. With it you can integrate a large number of variables and processes in order to obtain a dynamic view of such systems and assess their present and future conditions. This paper presents the results of modeling the bacteriological quality of the water in the coastal area of ​​Fortaleza (Brazil), and against several entries contaminant loads in them. Fecal coliform, used as indicators of quality of bathing waters by Brazilian standards, were numerically modeled using SisBaHiA (System Base Environmental Hydrodynamics), using contaminant loads from three different sources: rivers, storm sewer and outfall . The models were implemented to represent the changes in decay forward to solar radiation and other environmental factors. Values ​​were relatively close results between modeled and monitored in the field in different scenarios. The results showed that the storm sewers are the most important sources of pollution, accounting for episodes of non-compliance with water quality standards for bathing, especially during rainy periods. Moreover, the results showed no risk of the outfall plume reaching Fortaleza bath areas the city beaches. .

In this thesis, the role of mid-latitude cyclones in air pollution transport in the Northern Hemisphere is quantified. The storm tracking model, TRACK, is used to study the mechanisms through which pollution, specifically ozone (O3) and carbon monoxide (CO), are vented from the boundary layer to the free troposphere and thus transported over large distances, as well as the introduction of O3 from the stratosphere into the troposphere. The relationship between mid-latitude cyclones and air pollution transport of O3 and CO is explored for the first time using the Monitoring Atmospheric Composition and Climate (MACC) reanalysis, a combined meteorology and composition reanalysis dataset. A comparison between springtime surface ozone measurements at rural background sites on the west coast of Europe and cyclone track frequency in the surrounding regions was used to first establish the correlation between cyclone location and surface air quality. The focus is on spring as it tends to be the season of maximum intercontinental transport of O3. The surface observations were compared to the MACC O3 values at the same locations and case studies of how cyclones can influence surface O3 measurements are described. When cyclones track north of 53°N, there is a significant probability that the surface O3 will be high (> the 75th percentile), due to the close proximity to stratospheric intrusions and the transport at low levels across the North Atlantic Ocean. The most intense spring cyclones (95th percentile) were selected for two regions, the North Atlantic and the North Pacific, for further investigation into the mechanisms which impact O3 and CO concentrations near cyclones. These intense cyclones ( 60 over each region) often tracked over the major emission sources of eastern North America and East Asia. The distributions of MACC O3 and CO within a "typical" intense cyclone are examined by compositing the cyclones together. The cyclone-centered composites were compared to background composites of "average conditions" created by sampling the reanalysis data of the previous year to the cyclone locations. Mid-latitude cyclones are found to redistribute concentrations of O3 and CO horizontally and vertically throughout the cyclone. This is clearly shown to occur through two main mechanisms: (1) vertical lifting of CO-rich and O3-poor air isentropically from near the surface to the mid- to upper-troposphere in the region of the warm conveyor belt; and (2) descent of O3-rich and CO-poor air isentropically in the vicinity of the dry intrusion, from the stratosphere toward the mid-troposphere. This work was expanded to identify the links between teleconnection patterns, mainly the North Atlantic Oscillation (NAO), that affect the major storm track pathways in the North Atlantic sector and the distribution of MACC O3 and CO throughout the troposphere and lower stratosphere. For this analysis, TRACK was used to calculate seasonal weighted-average O3 and CO distribution maps based on the monthly NAO index. During positive NAO phase, the persistence of low pressures over the North Atlantic coupled with the Azores High promotes transport across the North Atlantic throughout the troposphere. During negative NAO phase, blocking high pressure in the eastern North Atlantic are known to occur, which shifts transport pathways to a more southerly zonal flow. This work demonstrates the complex relationship between the horizontal and vertical distribution of pollution, including surface concentrations, and synoptic-scale systems.

As praias urbanizadas são ambientes complexos devido à interação da ocupação antropogênica e dos processos costeiros. A ocupação costeira vem se caracterizando por alteração e deterioração da paisagem, processo mais intenso em grandes cidades litorâneas, onde casas e edifícios são construídos nas proximidades imediatas da orla. O presente trabalho analisa a morfodinâmica e processo de sobrelavagem das praias de Santos e Itararé, duas praias urbanizadas com a presença de obras na orla. Foram realizados levantamentos topográficos nas praias e modelagem de ondas (Delft 3D - Wave) para toda a baía durante os anos de 2015 e 2016. Cenários de sobrelevaçãoonda e nível do mar foram estipulando para o cálculo da sobrelevaçãototal e assim conhecer as condições que levam a sobrelavagem. A baía de Santos encontra-se aberta para sul, expondo a linha de costa para a ação de frentes frias. A variabilidade do clima de ondas, derivada das mudanças das suas condições meteorológicas formadoras, pode alterar a morfologia da praia. Em Santos e São Vicente as ondas de sul e sudeste apresentam maiores alturas de onda e são mais frequentes no outono e inverno quando temos mais frentes frias na região. Os resultados indicam relação entre a incidência de ondas com maior força de onda (W/m), associadas a frentes frias, em trechos mais inclinados das praias com perda de volume. A variedade de incidência das ondas ao longo da praia estudada mostra um decréscimo na força de onda, sendo maior em Itararé e caindo em direção a Ponta da Praia, com a presença de picos altos na Ponta da Praia. Justificando porque este trecho sofre mais variação de volume e perda de sedimento fato que pode estar associado a dragagem do canal do porto de Santos. Em ambos os trechos com maior declividade e menor faixa de areia apresentaram maior sensibilidade à ação das ondas e também maior chance de sofrer sobrelavagem, de todo o arco praial da baía de Santos a porção leste de Santos se mostrou a mais propícia a sofrer inundação. / Urbanized beaches are more complex environments due to the interaction of anthropogenic occupation and coastal processes. Coastal occupation has been characterized by alteration and deterioration of the landscape, being more intense in large coastal cities, where houses and buildings are built in the immediate vicinity of the beach border being subject to potentially high risk of erosion. The present work analyzed the morphodynamics and overwashing of the beaches of Santos and Itararé, two urbanized beaches with the presence of anthropogenic constructions in the beach border. Topographic surveys on both beaches and wave modeling (Delft 3D - Wave) were carried out for the entire basin during the years of 2015 and 2016. Wave run-up and sea level scenarios were stipulated for the calculation of the total water level and so determined conditions that lead to overwashing. The bay of Santos is open to the South, exposing the coast line for the action of cold fronts. The variability of the wave climate, derived from the changes of its formative meteorological conditions, can alter the morphology of the beach. In Santos and São Vicente, South and Southeast waves have higher wave height and are more frequent in autumn and winter when we have more cold fronts in the region. The results indicate the direct relationship between the incidence of waves with higher wave force (W/m), associated with cold fronts, with loss of volume along the beaches. The variety of wave incidence along the studied beach shows a decrease in wave force, being higher in Itararé and falling towards Ponta da Praia, in the area protected by the rocky promontory. However in Ponta da Praia we see high values of wave force, justifying why this stretch suffers more volume variation and loss of sediment, that we belive happends because of Port Channel. In both stretches with greater slope and lower sand range showed greater sensitivity to the action of the waves and also greater chance of overwash, of all the praial arc of the Santos bay, the Eastern portion of Santos was the most propitious to suffer flooding.

As praias urbanizadas são ambientes complexos devido à interação da ocupação antropogênica e dos processos costeiros. A ocupação costeira vem se caracterizando por alteração e deterioração da paisagem, processo mais intenso em grandes cidades litorâneas, onde casas e edifícios são construídos nas proximidades imediatas da orla. O presente trabalho analisa a morfodinâmica e processo de sobrelavagem das praias de Santos e Itararé, duas praias urbanizadas com a presença de obras na orla. Foram realizados levantamentos topográficos nas praias e modelagem de ondas (Delft 3D - Wave) para toda a baía durante os anos de 2015 e 2016. Cenários de sobrelevaçãoonda e nível do mar foram estipulando para o cálculo da sobrelevaçãototal e assim conhecer as condições que levam a sobrelavagem. A baía de Santos encontra-se aberta para sul, expondo a linha de costa para a ação de frentes frias. A variabilidade do clima de ondas, derivada das mudanças das suas condições meteorológicas formadoras, pode alterar a morfologia da praia. Em Santos e São Vicente as ondas de sul e sudeste apresentam maiores alturas de onda e são mais frequentes no outono e inverno quando temos mais frentes frias na região. Os resultados indicam relação entre a incidência de ondas com maior força de onda (W/m), associadas a frentes frias, em trechos mais inclinados das praias com perda de volume. A variedade de incidência das ondas ao longo da praia estudada mostra um decréscimo na força de onda, sendo maior em Itararé e caindo em direção a Ponta da Praia, com a presença de picos altos na Ponta da Praia. Justificando porque este trecho sofre mais variação de volume e perda de sedimento fato que pode estar associado a dragagem do canal do porto de Santos. Em ambos os trechos com maior declividade e menor faixa de areia apresentaram maior sensibilidade à ação das ondas e também maior chance de sofrer sobrelavagem, de todo o arco praial da baía de Santos a porção leste de Santos se mostrou a mais propícia a sofrer inundação. / Urbanized beaches are more complex environments due to the interaction of anthropogenic occupation and coastal processes. Coastal occupation has been characterized by alteration and deterioration of the landscape, being more intense in large coastal cities, where houses and buildings are built in the immediate vicinity of the beach border being subject to potentially high risk of erosion. The present work analyzed the morphodynamics and overwashing of the beaches of Santos and Itararé, two urbanized beaches with the presence of anthropogenic constructions in the beach border. Topographic surveys on both beaches and wave modeling (Delft 3D - Wave) were carried out for the entire basin during the years of 2015 and 2016. Wave run-up and sea level scenarios were stipulated for the calculation of the total water level and so determined conditions that lead to overwashing. The bay of Santos is open to the South, exposing the coast line for the action of cold fronts. The variability of the wave climate, derived from the changes of its formative meteorological conditions, can alter the morphology of the beach. In Santos and São Vicente, South and Southeast waves have higher wave height and are more frequent in autumn and winter when we have more cold fronts in the region. The results indicate the direct relationship between the incidence of waves with higher wave force (W/m), associated with cold fronts, with loss of volume along the beaches. The variety of wave incidence along the studied beach shows a decrease in wave force, being higher in Itararé and falling towards Ponta da Praia, in the area protected by the rocky promontory. However in Ponta da Praia we see high values of wave force, justifying why this stretch suffers more volume variation and loss of sediment, that we belive happends because of Port Channel. In both stretches with greater slope and lower sand range showed greater sensitivity to the action of the waves and also greater chance of overwash, of all the praial arc of the Santos bay, the Eastern portion of Santos was the most propitious to suffer flooding.

No description available.

Modern urban stormwater infrastructure includes vegetated bioretention facilities (BRFs) that are designed to detain water and pollutants. Phosphorus (P) is a pollutant in stormwater which can be retained in BRF soils in mineral, plant, and microbial pools. We explored soil properties and phosphorus forms in the soils of 16 operational BRFs in Portland, OR. Since soil hydrology can significantly impact P retention, we selected BRFs along an infiltration rate (IR) gradient. We conducted sequential fractionation and tests of P pools and measured P release in a subset of soils after drying and flooding samples for ten days. We hypothesized that mineral or organic soil P forms would be correlated with IR, and that vulnerability to P release would depend on the interaction of drying and flooding treatments with P forms and pools. IR did not significantly explain differences in P forms. Soil TP was elevated across all sites, compared with TP in agriculturally-impacted wetlands and was substantially composed of soil organic matter (OM)-associated P. Phosphorus sorbed to mineral Fe and Al oxides- was variable but positively correlated with water-extractable P. The concentration gradient of water-extractable P was primarily controlled by overall P pools. Experimentally induced P releases were seen in 5 of 6 soils exposed to drying conditions, presumably released through microbial mineralization of OM. Only one site showed significant P release following the flooding treatment. Our measurements supported the idea that Fe and Al oxides provide P sorption capacity in these BRF soils. Variable inputs of P to BRFs through stormwater and litterfall may contribute to variability in P profiles and P release vulnerability across sites. Design specifications and management decisions relating to bioretention soils (e.g. establishment of acceptable soil test P levels, focusing on P forms known to influence vulnerability of P release) may benefit from detailed biogeochemical investigations.