Comprometida com a compreensão da relação entre hábitat e uso do espaço pelo mico-leão-da-cara-preta (Leontopithecus caissara), esta dissertação se norteia por três perguntas: Diferenças de hábitat entre ilha e continente influenciam o tamanho da área de vida? Há predileção da espécie por alguma classe de vegetação dentro da área de uso? Qual a capacidade suporte em sua área de ocorrência continental, bem como nas áreas potenciais para seu manejo conservacionista? Na tentativa de elucidar essas questões esta dissertação se divide em três capítulos. O primeiro contextualiza o trabalho e a apresenta o estado atual de conhecimento de L. caissara. Os capítulos segundo e terceiro concernem às questões centrais do trabalho - uso e seleção do hábitat pelo mico-leão-da-cara-preta. No capítulo dois apresentamos o uso do espaço pela espécie em sua região continental de ocorrência e comparamos os resultados obtidos com as informações disponíveis para a Ilha do Superagui. No capítulo três tratamos da seleção do hábitat por grupos insulares e continentais de L. caissara e estimamos a capacidade suporte para a espécie considerando seus limites de ocorrência e as áreas passíveis de receber animais em situação de manejo. Ao final desses capítulos apresentamos algumas considerações e recomendações para pesquisa e conservação do mico-leão-da-cara-preta. A preocupação com uma postura crítica e construtiva acerca das metodologias de estudos e análises sobre uso do espaço por espécies animais é transversal aos assuntos tratados ao longo de todo o trabalho. Os resultados apresentados confirmam as grandes áreas de vida de L. caissara, as quais parecem ser compensadas energeticamente pela incorporação de novas áreas e abandono de outras ao longo do tempo. Os tipos de hábitats mais intensamente utilizadas pelos mico-leão-da-cara-preta intercalaram áreas de floresta madura e em clímax edáfico com áreas antropizadas em sucessão, ambos hábitats sobre pouco desnível altimétrico. A capacidade suporte estimada é aparentemente incapaz de sustentar uma população viável e ressalta a urgência de pesquisas genéticas que colaborem para a compreensão do histórico ecológico/evolutivo de L. caissara. Potenciais translocações com vistas ao aumento populacional devem considerar as amplas áreas de diva, a espacialidade dinâmica, a relação uso/disponibilidade do hábitat e as diferenças entre ilha e continente. / This dissertation focuses on the interaction between habitat and space use by the black-faced lion tamarin (Leontopithecus caissara). We seek to answer three questions: 1) Do differences in vegetation between insular and continental habitats influence how the species use the space? 2) Does the species prefer a specific type of vegetation within its home-range? 3) What is the carrying capacity of the continental distribution and which are areas for potential conservation management? The first chapter of this dissertation relates the subjects discussed and introduces what is known about L. caissara. The second and third chapters develop the central questions of the research: the use and selection of habitat by the black-faced lion tamarin. In Chapter Two, we introduce space use by the species in its continental distribution and compare the results with data from Superagui Island. In Chapter Three, we address habitat selection by insular and continental groups of L. caissara and estimate the carrying capacity for the species given its distribution and areas potentially able to receive animals in a management context. The conclusion of each chapter presents considerations and recommendations for research and conservation. The study methods and analyses of space use aim to be critical and constructive and are relevant to the topics addressed throughout the text. The results presented confirm that the large home-ranges of L. caissara undergo dynamic turnovers, with some areas being abandoned and others incorporated throughout the year. The habitat types most intensively used by tamarins include areas of mature and forest mixed with areas of anthropic succession, both occurring at low altitudes. The estimated carrying capacity is apparently insufficient to maintain a viable population and highlights the importance of genetic studies that incorporate the ecological/evolutionary history of the species. Potential translocations meant to increase population size should consider the large home-ranges, dynamic spatial structure, relation of habitat use/availability and the differences between island and continent.

A degradação ambiental proporcionada pelo consumo de produtos (JORGENSON, 2003) é fruto tanto da evolução de uma sociedade que se distancia da natureza (MORAN, 2011), quanto de suas reais necessidades (FRY, 2005). Da mesma forma, os interesses do mercado, de governos e de consumidores enrijecem a manutenção de uma sociedade hiperconsumista (FRY, 2005). Este fato é observado pela existência de políticas governamentais de consumo (corrente do consumo verde) que prezam pela rotulagem ambiental, depositam a responsabilidade da redução da degradação ambiental no consumidor (AKENJI, 2014), e que não consideram que o aumento da ecoeficiência, sem questionar quais são os limites ambientais impostos para a realização das atividades humanas, provocam um efeito de rebote que pode elevar ainda mais a degradação ambiental (HANLEY et al., 2009). Em contrapartida, a corrente do consumo sustentável afirma ser necessário repensar os níveis de consumo de modo a não ultrapassarmos os limites impostos pelo ambiente à realização das nossas atividades (AKENJI, 2014). Desta forma, a informação necessária para a corrente do consumo sustentável é aquela que indica em que medida as capacidades de suporte do ambiente foram superadas (ALCOTT, 2008). Dentre todos os instrumentos capazes de fornecer informação sobre os aspectos ambientais de produtos, a Avaliação do Ciclo de Vida (ACV) é o único instrumento desenhado para avaliar as consequências ambientais relacionadas ao ciclo de vida de um produto (CHEHEBE, 1997). Entretanto, as evidências encontradas na bibliografia indicam que os métodos utilizados pela ACV para mensurar as consequências ambientais do produto (métodos de AICV - Avaliação do Impacto do Ciclo de Vida) foram estruturados para calcular majoritariamente a ecoeficiência dos produtos, pois são poucos (ou não indicados pela bibliografia) os casos em que a capacidade de suporte do ambiente é avaliada por estes métodos (POTTING; HAUSCHILD, 2006). Diante deste quadro, esta dissertação se propôs a avaliar se os métodos de AICV existentes estão alinhados à sustentabilidade forte ou se estão alinhados à sustentabilidade fraca. Dois critérios de avaliação foram definidos com base nos princípios da sustentabilidade forte: (i) O resultado do indicador da Categoria de Impacto deve apresentar quanto da capacidade de suporte foi ultrapassada ou não para as emissões relacionadas ao ciclo de vida do produto - alinhado ao princípio (a) da sustentabilidade forte, de que as atividades humanas devem ser limitadas à capacidade de suporte do ambiente (COSTANZA; DALY, 1992) - e, (ii) Todas as Categorias de Impacto (CIs) do método de AICV devem atender ao requisito (i) - alinhado ao princípio (b) da sustentabilidade forte, de que não há substitutabilidade completa entre os diferentes elementos do capital natural (COSTANZA; DALY, 1992). Dos métodos de AICV avaliados (CML 2002, Eco-Indicator 99, Eco-Factors 2006, EDIP 2003, IMPACT2002+, MEErP 2011) verificou-se que nenhum método está alinhado aos princípios da sustentabilidade forte, pois os critérios (i) e (ii) não foram atendidos concomitantemente. Desta forma, concluiu-se que por não estarem alinhados aos princípios da sustentabilidade forte, os métodos de AICV avaliados não são capazes de atender à demanda do consumo sustentável por informações. Sua utilização demonstra que as políticas de consumo verde continuam a depositar a maior responsabilidade pela reversão da degradação ambiental nos consumidores, sem alterar a estrutura sistêmica criada pelos governos, pelo mercado e consumidores na qual o hiperconsumo prevalece. / The environmental degradation provided by the consumption of products (JORGENSON, 2003) is the result of the evolution of a society that distances itself away from nature (MORAN, 2011) and from its real needs (FRY, 2005). At the same time, the interests of the market, governments and consumers maintain the hyper-consumption society (FRY, 2005). This fact is noticed by the presence of government consumption policies that appreciate environmental labeling, lay the responsibility for the reduction of the environmental degradation on the consumer (green consumption current) (AKENJI, 2014), and do not consider that the increase in eco-efficiency, without questioning the environmental limits for human activities, causes a rebound effect that can further raise environmental degradation (HANLEY et al., 2009). In contrast, the sustainable consumption current claims to be necessary to rethink consumption levels in order not to overpass the limits imposed by the environment for our activities (AKENJI, 2014). Thus, the necessary information for the sustainable consumption current is the one that indicates to what extent the environmental carrying capacity is exceeded (ALCOTT, 2008). Among all the instruments able to provide information on the environmental aspects of products, the Life Cycle Assessment (LCA) is the only instrument designed to assess the environmental consequences related to the life cycle of a product (CHEHEBE, 1997). However, the evidence found in the literature indicates that the methods used by LCA to measure the environmental impact of products (LCIA methods - Life Cycle Impact Assessment) were structured to mainly calculate the eco-efficiency of products, once there are only a few cases (or no indicated by references) in which the environmental carrying capacity is assessed by these methods (POTTING; HAUSCHILD, 2006). Given this context, this work aimed to evaluate whether existing LCIA methods are aligned to the strong or weak sustainability currents. Two evaluation criteria were defined on the basis of strong sustainability: (i) The results of the Impact Category indicator should present how much of the carrying capacity has been exceeded or not by the emissions related to the product life cycle according to the principle (a) of the strong sustainability, which states that human activities should be limited by the environmental carrying capacity (COSTANZA; DALY, 1992) - and (ii) All Impact Categories of a LCIA method must meet the requirement (i) - according to the principle (b) of the strong sustainability, which states that there is no complete substitutability between the different elements of natural capital (COSTANZA; DALY, 1992). From the evaluation of the LCIA methods (CML 2002, Eco-Indicator 99 Eco-Factors 2006, EDIP 2003 IMPACT2002+ and MEErP 2011) it was found that any of these methods are aligned with the principles of the strong sustainability, once the methods do not comply with criteria (i) and (ii ) concurrently. Thus, it was concluded that once they are not aligned to the principles of strong sustainability, the evaluated LCIA methods are not able to meet the demand of sustainable consumption for information. Its use demonstrates that green consumption policies continue to place the greatest responsibility for the reversal of the environmental degradation on consumers, without changing the systemic structure created by governments, the market and consumers in which hyper-consumption prevails.

A degradação ambiental proporcionada pelo consumo de produtos (JORGENSON, 2003) é fruto tanto da evolução de uma sociedade que se distancia da natureza (MORAN, 2011), quanto de suas reais necessidades (FRY, 2005). Da mesma forma, os interesses do mercado, de governos e de consumidores enrijecem a manutenção de uma sociedade hiperconsumista (FRY, 2005). Este fato é observado pela existência de políticas governamentais de consumo (corrente do consumo verde) que prezam pela rotulagem ambiental, depositam a responsabilidade da redução da degradação ambiental no consumidor (AKENJI, 2014), e que não consideram que o aumento da ecoeficiência, sem questionar quais são os limites ambientais impostos para a realização das atividades humanas, provocam um efeito de rebote que pode elevar ainda mais a degradação ambiental (HANLEY et al., 2009). Em contrapartida, a corrente do consumo sustentável afirma ser necessário repensar os níveis de consumo de modo a não ultrapassarmos os limites impostos pelo ambiente à realização das nossas atividades (AKENJI, 2014). Desta forma, a informação necessária para a corrente do consumo sustentável é aquela que indica em que medida as capacidades de suporte do ambiente foram superadas (ALCOTT, 2008). Dentre todos os instrumentos capazes de fornecer informação sobre os aspectos ambientais de produtos, a Avaliação do Ciclo de Vida (ACV) é o único instrumento desenhado para avaliar as consequências ambientais relacionadas ao ciclo de vida de um produto (CHEHEBE, 1997). Entretanto, as evidências encontradas na bibliografia indicam que os métodos utilizados pela ACV para mensurar as consequências ambientais do produto (métodos de AICV - Avaliação do Impacto do Ciclo de Vida) foram estruturados para calcular majoritariamente a ecoeficiência dos produtos, pois são poucos (ou não indicados pela bibliografia) os casos em que a capacidade de suporte do ambiente é avaliada por estes métodos (POTTING; HAUSCHILD, 2006). Diante deste quadro, esta dissertação se propôs a avaliar se os métodos de AICV existentes estão alinhados à sustentabilidade forte ou se estão alinhados à sustentabilidade fraca. Dois critérios de avaliação foram definidos com base nos princípios da sustentabilidade forte: (i) O resultado do indicador da Categoria de Impacto deve apresentar quanto da capacidade de suporte foi ultrapassada ou não para as emissões relacionadas ao ciclo de vida do produto - alinhado ao princípio (a) da sustentabilidade forte, de que as atividades humanas devem ser limitadas à capacidade de suporte do ambiente (COSTANZA; DALY, 1992) - e, (ii) Todas as Categorias de Impacto (CIs) do método de AICV devem atender ao requisito (i) - alinhado ao princípio (b) da sustentabilidade forte, de que não há substitutabilidade completa entre os diferentes elementos do capital natural (COSTANZA; DALY, 1992). Dos métodos de AICV avaliados (CML 2002, Eco-Indicator 99, Eco-Factors 2006, EDIP 2003, IMPACT2002+, MEErP 2011) verificou-se que nenhum método está alinhado aos princípios da sustentabilidade forte, pois os critérios (i) e (ii) não foram atendidos concomitantemente. Desta forma, concluiu-se que por não estarem alinhados aos princípios da sustentabilidade forte, os métodos de AICV avaliados não são capazes de atender à demanda do consumo sustentável por informações. Sua utilização demonstra que as políticas de consumo verde continuam a depositar a maior responsabilidade pela reversão da degradação ambiental nos consumidores, sem alterar a estrutura sistêmica criada pelos governos, pelo mercado e consumidores na qual o hiperconsumo prevalece. / The environmental degradation provided by the consumption of products (JORGENSON, 2003) is the result of the evolution of a society that distances itself away from nature (MORAN, 2011) and from its real needs (FRY, 2005). At the same time, the interests of the market, governments and consumers maintain the hyper-consumption society (FRY, 2005). This fact is noticed by the presence of government consumption policies that appreciate environmental labeling, lay the responsibility for the reduction of the environmental degradation on the consumer (green consumption current) (AKENJI, 2014), and do not consider that the increase in eco-efficiency, without questioning the environmental limits for human activities, causes a rebound effect that can further raise environmental degradation (HANLEY et al., 2009). In contrast, the sustainable consumption current claims to be necessary to rethink consumption levels in order not to overpass the limits imposed by the environment for our activities (AKENJI, 2014). Thus, the necessary information for the sustainable consumption current is the one that indicates to what extent the environmental carrying capacity is exceeded (ALCOTT, 2008). Among all the instruments able to provide information on the environmental aspects of products, the Life Cycle Assessment (LCA) is the only instrument designed to assess the environmental consequences related to the life cycle of a product (CHEHEBE, 1997). However, the evidence found in the literature indicates that the methods used by LCA to measure the environmental impact of products (LCIA methods - Life Cycle Impact Assessment) were structured to mainly calculate the eco-efficiency of products, once there are only a few cases (or no indicated by references) in which the environmental carrying capacity is assessed by these methods (POTTING; HAUSCHILD, 2006). Given this context, this work aimed to evaluate whether existing LCIA methods are aligned to the strong or weak sustainability currents. Two evaluation criteria were defined on the basis of strong sustainability: (i) The results of the Impact Category indicator should present how much of the carrying capacity has been exceeded or not by the emissions related to the product life cycle according to the principle (a) of the strong sustainability, which states that human activities should be limited by the environmental carrying capacity (COSTANZA; DALY, 1992) - and (ii) All Impact Categories of a LCIA method must meet the requirement (i) - according to the principle (b) of the strong sustainability, which states that there is no complete substitutability between the different elements of natural capital (COSTANZA; DALY, 1992). From the evaluation of the LCIA methods (CML 2002, Eco-Indicator 99 Eco-Factors 2006, EDIP 2003 IMPACT2002+ and MEErP 2011) it was found that any of these methods are aligned with the principles of the strong sustainability, once the methods do not comply with criteria (i) and (ii ) concurrently. Thus, it was concluded that once they are not aligned to the principles of strong sustainability, the evaluated LCIA methods are not able to meet the demand of sustainable consumption for information. Its use demonstrates that green consumption policies continue to place the greatest responsibility for the reversal of the environmental degradation on consumers, without changing the systemic structure created by governments, the market and consumers in which hyper-consumption prevails.

The load-carrying and energy-dissipation capacities of ultra-high-performance concrete (UHPC) under dynamic loading are evaluated in relation to microstructure composition at strain rates on the order of 10⁵ s⁻¹ and pressures of up to 10 GPa. Analysis focuses on deformation and failure mechanisms at the mesostructural level. A cohesive finite element framework that allows explicit account of constituent phases, interfaces, and fracture is used. The model resolves essential deformation and failure mechanisms in addition to providing a phenomenological account of the effects of the phase transformation. Four modes of energy dissipation are tracked, including pressure-sensitive inelastic deformation, damage through the development of distributed cracks, interfacial friction, and energy released through phase transformation of the quartz silica constituent. Simulations are carried out over a range of volume fractions of constituent phases to quantify trends that can be used to design materials for more damage-resistant structures. Calculations show that the volume fractions of the constituents have more influence on the energy-dissipation capacity than on the load-carrying capacity, that inelastic deformation is the source of over 70% of the energy dissipation, and that the presence of porosity changes the role of fibers in the dissipation process. The results also show that the phase transformation has a significant effect on the load-carrying and energy-dissipation capacities of UHPC for the conditions studied. Although transformation accounts for less than 2% of the total energy dissipation, the phase transformation leads to a twofold increase in the crack density and yields nearly an 18% increase to the overall energy dissipation. Microstructure-behavior relations are established to facilitate materials design and tailoring for target-specific applications.

Mit der vorliegenden Arbeit soll ein Beitrag geleistet werden, die lokalen Tragmechanismen eines Brückenhohlkastens im Bereich der Feldumlenkstellen (Feldlisenen) zu untersuchen und zu optimieren. Beim Entwurf einer Brücke gewinnt die Frage der Dauerhaftigkeit u.a. in Deutschland und der Schweiz eine immer zentralere und grössere Bedeutung. Dadurch können die laufenden Kosten reduziert werden, während ausserhalb dieser beiden Länder im Allgemeinen mehr Gewicht auf die rationelle Fertigung und die Kostenersparnis in der Bauphase gelegt werden. Die Dauerhaftigkeit von extern vorgespannten Brücken mit ihren relativ geringen Wartungs- und Unterhalts- bzw. Instandstellungskosten sind das Hauptargument für diese Bauweise. Bei Vorspannung ohne Verbund sind für externe Spannglieder grössere Verankerungskonstruktionen erforderlich, weil die Spannglieder nicht im Steg selbst, sondern mit einem Mindestabstand zum Steg in Lisenen vorgespannt werden müssen. Über diese Verankerungsstellen werden in Hohlkastenbrücken grosse Kräfte konzentriert in die Stege, Boden- und Fahrbahnplatten eingeleitet. Im Sinne von Gewichtsreduktion des Brückenbauwerks sollen die Feldlisenen möglichst schlank und Platz sparend ausgeführt werden. Nur durch eine sorgfältige Bemessung und Konstruktion der Verankerungs- und Umlenkstellen kann die Voraussetzung für sichere und dauerhafte Brückenbauwerke gewährleistet werden. Die Bruchsicherheit ist dadurch nicht beeinträchtigt. Von grösstem Interesse ist jedoch die Gebrauchstauglichkeit, das heisst die Rissbreiten mit Rücksicht auf Korrosionsschäden in der Bewehrung. Bei den ersten in Deutschland extern vorgespannten Brücken schlug Prof. Eibl für den Stahl III vor, die Spannungen von 240 N/mm2 auf 220 N/mm2 zu begrenzen. In der Richtlinie für externe Vorspannung von 1998 wurden die Spannungen weiter auf 180 N/mm2 reduziert. Um eine unkontrollierte Rissbildung in den hoch bewehrten Verankerungskonstruktionen zu verhindern, sind genaue Kenntnisse der Kraftflüsse und für die Praxis taugliche Bemessungsmodelle notwendig. Die Geometrie und die statische Berechnung der gewählten Umlenkkonstruktion müssen entsprechend gewichtet werden. In dieser Arbeit werden an zwei Vergleichsmodellen die lokalen Tragmechanismen einer extern vorgespannten Hohlkastenbrücke im Bereich der Feldumlenkstelle (Feldlisene) untersucht. Mit linear-elastischen und nichtlinearen numerischen Berechnungen wird abgeklärt, ob unter dem Ansatz einer Spannungserhöhung im Bewehrungsstahl auf 285 N/mm2, die Gebrauchstauglichkeit noch gewährleistet werden kann. Den Berechnungen wird eine Krafteinleitung von 2 x 3 MN mit Umlenkkräften von 4 x 0,64 MN zu Grunde gelegt. Die Berechnungen zeigen, dass das Ziel, mit einer Bewehrung von As = 3,35 % m2/m unter Gebrauchslasten keine Rissbreiten über 0,2 mm auftreten, erreicht werden kann. Die Berechnungen werden zudem an einem Brückenmodell im Massstab 1:1 in einem Belastungsversuch an der Empa in Dübendorf auf ihre Aussagekraft und Richtigkeit überprüft und bestätigt. / This present work which is aimed at contributing to local carrying mechanisms of a bridging box girder in the field of belt reversals, should be investigated and optimized. In designing a bridge the main concern is that of durability; especially in Germany and Switzerland, this is invariably acquiring a more central meaning. In this way recurring expenses can be reduced, whilst beyond these two countries in general more weight is laid on the rational manufacture and cost saving in the construction phases. The durability of externally pre-stressed bridges with their relatively low maintenance and service as well as repair costs are the main arguments for this method of construction. Larger anchorage construction is necessary for pre-tensioning external tensions. This is because the tensions are themselves not placed on the ligament itself, but must be pre-stressed in pilaster strips with a minimum distance. Over these anchorage locations immense energy is concentrated in the large box girder bridges, and thus induced in the ligament, ground and track supporting layers. As far as weight reduction of the bridging structure is concerned, the field pilaster strips should be designed as thin as possible and also be able to save space. Only through careful measuring and construction of the anchor and turning points can the requirements for safe and lasting bridge construction works be guaranteed. The bridge safety is thus not affected. However, the greatest interest is that of userfriendliness, i.e. the width of the fissure with consideration of corrosion damages in the armouring. At the first external pre-stressed bridge in Germany, Prof. Eibl suggested that for the steel III, stressing of 240/Nmm2 should be limited to 220 N/mm2. In the guideline for external pre-stressing of 1998, the tensions were further reduced to 180 N/mm2. In order to prevent an uncontrolled crack formation in the highly armoured anchorage construction, concrete knowledge of the distribution of forces for the applicable measurement models is necessary. The geometry and the statistical calculation of the selected deflect construction must be weighed accordingly. In this project two comparative models were inspected, which tested the local load mechanism of an external pre-stressed box girder bridge in the field redirecting area. With linear elasticity and numerical calculations it is possible to clarify if the serviceability can be allowed under the accretion of a stress increase in the armouring steel to 285 N/mm2. The calculations are based on a load transmission of 2 x 3 MN with a deviation force of 4 x 0,64 MN. The calculations will have a force transmission of 2 x 3 MN with turning forces of 4 x 0.64 MN forming the basis. The calculations portray that the goal to avoid any fissures over 0,2 mm can be achieved, with an armoring of As = 3,35 % m2/m under the service load. Additionally, the calculations will be assessed of their validity and accuracy on a scale of 1:1 in a loading test at the EMPA (the Swiss Federal Laboratories for Materials Testing and Research) in Dübendorf and be therefore confirmed.

Cobia fish cage is the most popular marine culture species raised in Phu Quoc Island, Vietnam. For its sustainable development, there is a need to determine the carrying capacity to avoid nega-tive marine environmental impact in the future. This study was carried out to collect water samples each two months at the lowest and highest tides at four points around the farming area in Rach Vem, Phu Quoc Island, Kien Giang Province from February to October 2011. Water quality in cobia cage culture was surveyed to assess the environmental status of coastal aquaculture areas including seven parameters such as DO, COD, BOD, TSS, TN, TP and Chlorophyll-a. These parameters are suitable to rear cobia fish cage in this area. Nitrogen and phosphorus are considered as the principal nutrients produced by the cobia fish farm and affecting water environment. This study found that the carrying capacity for fish cage farming in the area is 290.96 to 727.81 tons (based on total nitrogen) and 428.64 to 1,383.88 tons (based on total phosphorus) from February to Au-gust 2011. The maximum number of cobia cages should be, based on total nitrogen, from 64 to 266 and, based on total phosphorus, from 94 to 253. Moreover, this study examined the possibility of remote sensing and geographic information system (GIS) technique based on Object-based Image Analysis (OBIA) method by THEOS imagery for mapping of cage culture facilities and detect the location for cobia cage culture in study area. / Cá bớp nuôi lồng bè là một trong những loài cá nuôi phổ biến khu vực ven biển Phú Quốc, Việt nam. Nhằm phát triển bền vững vùng ven biển, đề tài thực hiện đã xác định và đánh giá hiện trạng môi trường nước và sức tải môi trường của nghề nuôi cá bớp lồng bè ở đảo Phú Quốc. Nghiên cứu này được thực hiện thông qua việc thu mẫu môi trường nước mỗi 2 tháng theo mức nước triều cao nhất và thấp nhất tại 4 điểm quanh khu vực nuôi tại ấp Rạch Vẹm, huyện Phú Quốc, tỉnh Kiên Giang từ tháng 02-10/2011. Chất lượng nước khu vực nuôi thủy sản cũng được khảo sát với 7 chỉ tiêu gồm DO, COD, BOD, TSS, TN, TP, Chlorophyll-a. Các thông số chất lượng môi trường này phù hợp nuôi cá bớp tại khu vực nghiên cứu dựa trên tiêu chuẩn chất lượng môi trường. Trong nghiên cứu này, đạm và lân là 2 thông số được sử dụng để tính toán sức tải môi trường. Sức tải môi trường được tính toán cho khu vực nuôi cá bớp dao động khoảng từ 290.96 tấn đến 727.81 tấn (tính trên hàm lượng đạm tổng số) và từ 428,64 tấn đến 1.383,88 tấn (tính trên hàm lượng lân tổng số) trong thời gian từ tháng 2 đến tháng 10 năm 2011. Số lượng tối đa lồng bè nuôi cá bớp khoảng từ 64 đến 266 (đạm tổng số) và từ 94 đến 253 (lân tổng số) dựa vào phân tích hồi quy tương quan. Bên cạnh đó, công nghệ viễn thám và hệ thống thông tin địa lý (GIS) đã được ứng dụng bằng cách sử dụng ảnh THEOS để xác định vị trí và phân bố không gian khu vực nuôi cá lồng bè dựa trên phương pháp phân tích đối tượng theo hướng (OBIA).

Ce mémoire a comme objectif de présenter une revue de la littérature et une analyse comparative des différents modèles existants pour le calcul de la capacité de support d’un plan d’eau aux apports en phosphore. Ce document a aussi pour but d’évaluer les différentes options pour l’utilisation de ce genre d’outil au Québec, ainsi que d’amorcer une réflexion sur les applications possibles de ce concept au niveau local, en lien avec l’aménagement du territoire des bassins versants. L’analyse comparative des modèles théoriques, combinée à la réflexion d’acteurs clés impliqués actuellement dans un processus qui consiste à tester leur utilisation dans les Laurentides au Québec, a permis de mettre en relief l’importance de calibrer les modèles régionalement. De plus, certains avantages semblent résider dans l’utilisation d’un modèle de nature empirique afin d’effectuer les prédictions sur les apports naturels et totaux en phosphore pour les lacs de cette région. Par contre, l’utilisation d’une approche de type « bilan de masse », s’avère tout de même indispensable afin de relativiser l’importance des différents apports anthropiques en phosphore du bassin versant. Dans l’avenir, l’utilisation de tels modèles permettra possiblement de justifier certaines mesures restrictives au développement des bassins versants, qui pourront s’insérer parmi les outils d’urbanisme actuels. Ce sont principalement les municipalités qui détiennent les pouvoirs nécessaires afin d’intégrer les prescriptions découlant de ce genre d’analyse à l’aménagement du territoire des bassins versants. Plusieurs outils d’urbanisme, tels que les plans d’aménagement d’ensemble (PAE) ou bien les règlements de zonage et de lotissement, semblent donner assez de latitude afin de permettre aux municipalités d’intervenir en ce sens. Toutefois, les modèles de capacité de support ne pourront pas être utilisés afin de calculer un nombre précis d’habitations qu’il est possible de construire dans le bassin versant d’un lac. / This study presents a literature review of current carrying capacity models developed in Ontario and Quebec (Canada) for the estimation of phosphorus (P) loading in lakes. Another objective is to evaluate their applications to land and watershed management practices in Quebec. A comparison of theoretical and empirical models, combined with the observations of keys stakeholders, confirms the importance of calibrating models regionally. The analysis further reveals that empirical models estimate more accurately P concentrations in lakes. However, the use of traditional mass balance approaches is still a necessity for the estimation of different P sources in the watershed. These models can support decision makers and land managers in Quebec in the application of more restrictive measures in lakes where the carrying capacity is currently exceeded. In Quebec, the use of the models and their implementation in the legislation will be a municipal responsibility. Many urbanism tools already allow this kind of intervention (zoning, « outils à caractère discrétionnaire »). But, model use alone will not be sufficient to justify a total interdiction of land development in a watershed or to impose a strict limit to house and cottage development.

The purpose of this study was to develop and test a predictive understanding of the vegetation dynamics of the Lowveld of South Africa (30°35'E to 30°40'E and 24°00'S to 25°00'S). The study covered about 5000 km2 in Adjacent Private Protected Areas (APPA) adjoining the Kruger National Park (KNP). Data gathering (800 sites; 23 properties) commenced in 1989 and those recorded up to 2004 are reported here. The value, both ecological and economic, of the wildlife and tourism industry dependent on this savanna region is discussed in both historical and current perspectives. A range of land-use objectives and anthropogenic interventions were exposed. The properties ranged in size from 30 to 800 km2 and formed an effective and extensive manipulative experiment for investigating interaction of bush density, animal stocking, use of fire and landscape-scale processes. The first descriptive classification (at 1:250 000) of the area was developed using Inverse Distance Weighted interpolations. This confirms similar landscape/vegetation patterns in the KNP and Mocambique. The current mode of determining stocking density or carrying capacity was interrogated and indices suitable for complex multi-species systems developed. This was done in the context of equilibrial/disequilibrial paradigms. Application of the original indices resulted in drought-related declines in animal biomass of 4000 kg km2 over 20 years due to overestimation of carrying capacity. The model proposed here uses rainfall, animal type, biomass and vegetation parameters to determine stocking density for both coarse (regional) and ranch-specific scales. Principal driving determinants (rainfall, geology, soil type, tree density canopy cover, animal numbers, feeding classes and fire) of vegetation structure and their influence on the herbaceous layer were investigated. Groupings on ecological potential showed 'high' potential areas are less sensitive to animal impact than those classified as 'low' potential. Sustainability, embedded in a forward-looking component viz. Strategic Adaptive Management (SAM) with well-articulated endpoints viz. Thresholds of Potential Concern (TPCs) was used to study fluctuations in animal populations with Connochaetes taurinus (Blue wildebeest) as the case study. The TPC approach provides strong pointers for proactive management aimed at maintaining the system within bands defined by TPCs supporting operationally practical and periodically reviewed objectives. / Thesis (Ph.D.)-University of KwaZulu-Natal, Pietermaritzburg, 2005.

Grazing lands in Eritrea are degraded due to decades of overstocking and consequent overgrazing. Since the rangelands are accessible to entire village communities, organisation and coordinated decision making regarding the management of these resources is not often achieved. Farmers are not motivated enough to make investments to improve a communally owned resource due to the prevailing common access grazing systems. A field survey was undertaken interviewing 12 farmers in the private access commercial and 80 farmers in the common access subsistence grazing using face to face interviews in the Barka and Arado cattle farming communities in four out of the six regions in Eritrea. Debub, Gash-Barka, S. Keih Bahri and Maekel regions were selected using stratified and simple random sampling methods. The regions were chosen based on various agroecological zones where the representatives of different grass species and the two most common cattle breeds in Eritrea (Arado and Barka) are found. The survey included the collection of data on village and household characteristics focusing on rangeland grazing management systems and additional sources of supplementary forage. The study uses several stages of analysis like principal component analysis accompanied by regression analysis together with descriptive statistics and ordination diagram. The commercial farmers addressed grazing constraints by investing in improved grazing through planting 258 ha per farmer of drought resistant seeds and 1767 vs. 8 cactus slices per farmer and covered 75% vs. 40% of forage requirements from grazing resources compared to the subsistence farmers, respectively, during 2002. These results were achieved because 78% of the commercial farmers adopted controlled stocking rates. In common access grazing, the costs of collective action to control cattle stocking rates are high, making imple mentation of stocking rate controls difficult. As a consequence, 65% of the subsistence farmers were forced to migrate their cattle looking for grazing forage in the dry season during the year. The outcomes of migration were evidenced by the results of severe overgrazing and degradation on the rangelands proximity to villages in Debub and Maekel regions and the populated area of Gash_Barka region. The increased number of animals resulting in high grazing pressure was the consequence of migration. Ten vs. six percent of mortality rates was reported for the subsistence systems compared to the commercial systems respectively. The lower results of milk yield, calving rates and off- take rate productivity indicated in the different stages of analysis for the subsistence farmers were the consequences of the lack of the adoption of controlled stocking rates primarily constrained by the migration. The Barka and Arado cattle farming systems are kept under common access grazing systems. Compared to the Arado cattle farming, the Barka cattle farming region had relatively better access to grazing forage. The better quality of grazing in this region is attributed to a naturally low stock density in the region. During 2002, the Barka cattle farming had 1087 vs. 721 Lit of milk yield, 63% vs. 53% of calving productivity and 9.3% vs. 10.9% of mortality rates than the Arado cattle farming regions respectively, due to access to a wider area of grazing lands and more labour inputs. The Barka cattle area farmers are agro pastoralists and usually focus on grazing dairy cattle farming than crop farming. They increased calving rate productivity and decreased mortality rates by increasing the proportion of lactating cows and decreasing the proportion of oxen compared to the Arado cattle farming. The Arado cattle farming had higher offtake rates and income from cattle sales compared to the Barka cattle farming region. The higher off- take rate, which is an index of percentage of cattle sold, for the Arado cattle was probably linked to the shortage of grazing forage and increased herding costs. The Barka and Arado cattle farmers had a shortage of quality and quantity crop residue winter forage during 2002. Farmers were dependent only on rain fed cropping. The application of crop rotation, fallow and chemical fertilizers were low to enhance soil nutrients. Out of the total crop residues forage produced, only 22% and 15% of legumes residue DM forage was produced for the Barka and Arado cattle farmers respectively. Agro- industrial and crop farming by-products supplementary feeds were also limited due to the shortage of feeds in the country during the year. In general, government intervention is important to bring institutional changes to promote the adoption of controlled stocking rates to alleviate the shortage of grazing forage. / Thesis (M.Sc.)-University of KwaZulu-Natal, Pietermaritzburg, 2007.

Mit der vorliegenden Arbeit soll ein Beitrag geleistet werden, die lokalen Tragmechanismen eines Brückenhohlkastens im Bereich der Feldumlenkstellen (Feldlisenen) zu untersuchen und zu optimieren. Beim Entwurf einer Brücke gewinnt die Frage der Dauerhaftigkeit u.a. in Deutschland und der Schweiz eine immer zentralere und grössere Bedeutung. Dadurch können die laufenden Kosten reduziert werden, während ausserhalb dieser beiden Länder im Allgemeinen mehr Gewicht auf die rationelle Fertigung und die Kostenersparnis in der Bauphase gelegt werden. Die Dauerhaftigkeit von extern vorgespannten Brücken mit ihren relativ geringen Wartungs- und Unterhalts- bzw. Instandstellungskosten sind das Hauptargument für diese Bauweise. Bei Vorspannung ohne Verbund sind für externe Spannglieder grössere Verankerungskonstruktionen erforderlich. Dies, weil die Spannglieder nicht im Steg selbst, sondern mit einem Mindestabstand zum Steg in Lisenen vorgespannt werden müssen. Über diese Verankerungsstellen werden in Hohlkastenbrücken grosse Kräfte konzentriert in die Stege, Boden- und Fahrbahnplatten eingeleitet. Im Sinne von Gewichtsreduktion des Brückenbauwerks sollen die Feldlisenen möglichst schlank und Platz sparend ausgeführt werden. Nur durch eine sorgfältige Bemessung und Konstruktion der Verankerungs- und Umlenkstellen kann die Voraussetzung für sichere und dauerhafte Brückenbauwerke gewährleistet werden. Die Bruchsicherheit ist dadurch nicht beeinträchtigt. Von grösstem Interesse ist jedoch die Gebrauchstauglichkeit, das heisst die Rissbreiten mit Rücksicht auf Korrosionsschäden in der Bewehrung. Bei den ersten in Deutschland extern vorgespannten Brücken schlug Prof. Eibl für den Stahl III vor, die Spannungen von 240 N/mm2 auf 220 N/mm2 zu begrenzen. In der Richtlinie für externe Vorspannung von 1998 wurden die Spannungen weiter auf 180 N/mm2 reduziert. Um eine unkontrollierte Rissbildung in den hoch bewehrten Verankerungskonstruktionen zu verhindern, sind genaue Kenntnisse der Kraftflüsse und für die Praxis taugliche Bemessungsmodelle notwendig. Die Geometrie und die statische Berechnung der gewählten Umlenkkonstruktion müssen entsprechend gewichtet werden. In dieser Arbeit werden an zwei Vergleichsmodellen, die lokalen Tragmechanismen einer extern vorgespannten Hohlkastenbrücke im Bereich der Feldumlenkstelle (Feldlisene) untersucht. Mit linear-elastischen und nichtlinearen numerischen Berechnungen wird abgeklärt, ob unter dem Ansatz einer Spannungserhöhung im Bewehrungsstahl auf 285 N/mm2, die Gebrauchstauglichkeit noch gewährleistet werden kann. Den Berechnungen wird eine Krafteinleitung von 2 x 3 MN mit Umlenkkräften von 4 x 0,64 MN zu Grunde gelegt. Die Berechnungen zeigen, dass das Ziel, mit einer Bewehrung von As = 3,35 % m2/m unter Gebrauchslasten keine Rissbreiten über 0,2 mm auftreten, erreicht werden kann. Die Berechnungen werden zudem an einem Brückenmodell im Massstab 1:1 in einem Belastungsversuch an der Empa in Dübendorf auf ihre Aussagekraft und Richtigkeit überprüft und bestätigt. / This present work which is aimed at contributing to local carrying mechanisms of a bridging box girder in the field of belt reversals, should be investigated and optimized. In designing a bridge the main concern is that of durability; especially in Germany and Switzerland, this is invariably acquiring a more central meaning. In this way recurring expenses can be reduced, whilst beyond these two countries in general more weight is laid on the rational manufacture and cost saving in the construction phases. The durability of externally pre-stressed bridges with their relatively low maintenance and service as well as repair costs are the main arguments for this method of construction. Larger anchorage construction is necessary for pre-tensioning external tensions. This is because the tensions are themselves not placed on the ligament itself, but must be pre-stressed in pilaster strips with a minimum distance. Over these anchorage locations immense energy is concentrated in the large box girder bridges, and thus induced in the ligament, ground and track supporting layers. As far as weight reduction of the bridging structure is concerned, the field pilaster strips should be designed as thin as possible and also be able to save space. Only through careful measuring and construction of the anchor and turning points can the requirements for safe and lasting bridge construction works be guaranteed. The bridge safety is thus not affected. However, the greatest interest is that of userfriendliness, i.e. the width of the fissure with consideration of corrosion damages in the armouring. At the first external pre-stressed bridge in Germany, Prof. Eibl suggested that for the steel III, stressing of 240/Nmm2 should be limited to 220 N/mm2. In the guideline for external pre-stressing of 1998, the tensions were further reduced to 180 N/mm2. In order to prevent an uncontrolled crack formation in the highly armoured anchorage construction, concrete knowledge of the distribution of forces for the applicable measurement models is necessary. The geometry and the statistical calculation of the selected deflect construction must be weighed accordingly. In this project two comparative models were inspected, which tested the local load mechanism of an external pre-stressed box girder bridge in the field redirecting area. With linear elasticity and numerical calculations it is possible to clarify if the serviceability can be allowed under the accretion of a stress increase in the armouring steel to 285 N/mm2. The calculations are based on a load transmission of 2 x 3 MN with a deviation force of 4 x 0,64 MN. The calculations will have a force transmission of 2 x 3 MN with turning forces of 4 x 0.64 MN forming the basis. The calculations portray that the goal to avoid any fissures over 0,2 mm can be achieved, with an armoring of As = 3,35 % m2/m under the service load. Additionally, the calculations will be assessed of their validity and accuracy on a scale of 1:1 in a loading test at the EMPA (the Swiss Federal Laboratories for Materials Testing and Research) in Dübendorf and be therefore confirmed.