971 resultados para Sussex County (N.J.)--Maps, Outline and base.


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Abstract: Highway bridges have great values in a country because in case of any natural disaster they may serve as lines to save people’s lives. Being vulnerable under significant seismic loads, different methods can be considered to design resistant highway bridges and rehabilitate the existing ones. In this study, base isolation has been considered as one efficient method in this regards which in some cases reduces significantly the seismic load effects on the structure. By reducing the ductility demand on the structure without a notable increase of strength, the structure is designed to remain elastic under seismic loads. The problem associated with the isolated bridges, especially with elastomeric bearings, can be their excessive displacements under service and seismic loads. This can defy the purpose of using elastomeric bearings for small to medium span typical bridges where expansion joints and clearances may result in significant increase of initial and maintenance cost. Thus, supplementing the structure with dampers with some stiffness can serve as a solution which in turn, however, may increase the structure base shear. The main objective of this thesis is to provide a simplified method for the evaluation of optimal parameters for dampers in isolated bridges. Firstly, performing a parametric study, some directions are given for the use of simple isolation devices such as elastomeric bearings to rehabilitate existing bridges with high importance. Parameters like geometry of the bridge, code provisions and the type of soil on which the structure is constructed have been introduced to a typical two span bridge. It is concluded that the stiffness of the substructure, soil type and special provisions in the code can determine the employment of base isolation for retrofitting of bridges. Secondly, based on the elastic response coefficient of isolated bridges, a simplified design method of dampers for seismically isolated regular highway bridges has been presented in this study. By setting objectives for reduction of displacement and base shear variation, the required stiffness and damping of a hysteretic damper can be determined. By modelling a typical two span bridge, numerical analyses have followed to verify the effectiveness of the method. The method has been used to identify equivalent linear parameters and subsequently, nonlinear parameters of hysteretic damper for various designated scenarios of displacement and base shear requirements. Comparison of the results of the nonlinear numerical model without damper and with damper has shown that the method is sufficiently accurate. Finally, an innovative and simple hysteretic steel damper was designed. Five specimens were fabricated from two steel grades and were tested accompanying a real scale elastomeric isolator in the structural laboratory of the Université de Sherbrooke. The test procedure was to characterize the specimens by cyclic displacement controlled tests and subsequently to test them by real-time dynamic substructuring (RTDS) method. The test results were then used to establish a numerical model of the system which went through nonlinear time history analyses under several earthquakes. The outcome of the experimental and numerical showed an acceptable conformity with the simplified method.

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In 2001, extensive archaeological excavations were conducted at the Oneida Cheese Factory in Jones County. The county is a microcosm of larger dairying trends found throughout northeast Iowa, the state's premier dairy-producing region, Jones County moved from homemade cheese and butter production by farm women, to the industrialization of the dairy farm and opening of cheese factories and butter creameries.A number of innovations affected the industry around the turn-of-the-twentieth century, including reliable butterfat testing, the introduction of ensilage (silos) that created year round milk production, and consolidation of the many local creameries into larger creamery organizations, such as the Diamond Creamery run by Henry D. Sherman of Jones County. Iowa's dairy industry of today looks very different from its heritage: consolidation and competition have drastically reduced the number of cows, dairy farms, and processing plants. In recent years, northeast Iowa has become the center of a movement to revitalize Iowa's dairy industry, particularly through the use of value-added strategies, such as niche markets and large regional co-operatives: the lessons from Iowa's dairying legacy are resurfacing as a solution to modern agricultural challenges.

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Introduction - No validated protocol exists for the measurement of the prism fusion ranges. Many studies report on how fusional vergence ranges can be measured using different techniques (rotary prism, prism bar, loose prisms and synoptophore) and stimuli, leading to different ranges being reported in the literature. Repeatability of the different methods available and the equivalence between them it is also important. In addition, some studies available do not agree in what order fusional vergence should be measured to provide the essential information on which to base clinical judgements on compensation of deviations. When performing fusional vergence testing the most commonly accepted clinical technique is to first measure negative fusional vergence followed by a measurement of positive fusional vergence to avoid affecting the value of vergence recovery because of excessive stimulation of convergence. Von Noorden recommend using vertical fusion amplitudes in between horizontal amplitudes (base-out, base-up, base-in, and base down) to prevent vergence adaptation. Others place the base of the prism in the direction opposite to that used to measure the deviation to increase the vergence demand. Objectives - The purpose of this review is to assess and compare the accuracy of tests for measurement of fusional vergence. Secondary objectives are to investigate sources of heterogeneity of diagnostic accuracy including: age; variation in method of assessment; study design; study size; type of strabismus (convergent, divergent, vertical, cycle); severity of strabismus (constant/intermittent/latent).

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The present paper describes a system for the construction of visual maps ("mosaics") and motion estimation for a set of AUVs (Autonomous Underwater Vehicles). Robots are equipped with down-looking camera which is used to estimate their motion with respect to the seafloor and built an online mosaic. As the mosaic increases in size, a systematic bias is introduced in its alignment, resulting in an erroneous output. The theoretical concepts associated with the use of an Augmented State Kalman Filter (ASKF) were applied to optimally estimate both visual map and the fleet position.

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Este trabalho tem por objetivo propor uma metodologia heurística para o Problema de Cobertura de Arcos aplicado aos serviços de saneamento, em específico na leitura de hidrômetros. Dentro deste contexto desenvolveu-se um aplicativo que permite o planejamento de rotas de maneira que os custos em distância percorrida sejam reduzidos e mantenham-se aproximadamente os mesmos em todos os percursos. A metodologia foi dividida em etapas. Na primeira etapa, para compreender melhor o problema, fez-se uma pesquisa de campo organizando os dados disponibilizados por uma empresa de saneamento. A segunda etapa foi caracterizada pela determinação de pontos em cada metade de trechos de quadra e nas interseções de ruas, os quais foram cadastrados, em um mapa georeferenciado. Este mapa contemplou a região escolhida para o estudo e os pontos cadastrados serviram para determinar e consequentemente, designar as medianas relacionadas, o que constitui a terceira etapa. Para isso utilizou-se respectivamente o algoritmo de Teitz Bart Modificado por CADP e o algoritmo de designação de Gillet e Johnson adaptado. Ao final desta etapa formaram-se subsetores dentro de um setor específico. Na última etapa encontrou-se as rotas de cada subsetor através do algoritmo genético. O aplicativo desenvolvido permitiu flexibilidade de ações, dando autonomia para o usuário na escolha das opções de cálculo. Sua interface gráfica possibilitou a elaboração de mapas e a visualização das rotas em cada subsetor. Além disso o aplicativo minimizou os percursos e distribuiu os subsetores com distâncias aproximadas. A eficiência das heurísticas que embasaram o aplicativo desenvolvido, foi comprovada através dos testes realizados, os quais obtiveram resultados de boa qualidade.

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O papel exercido pelas bactérias é reconhecido como fundamental no metabolismo de qualquer sistema aquático, não só pela mineralização da matéria orgânica, como também pela transferência de matéria e energia para níveis tróficos superiores (“microbial loop”). Para a realização deste estudo foram escolhidos quatro lagos com diferentes estados tróficos no Campus Carreiros da Universidade Federal do Rio Grande – FURG - RS. O Lago Biguás e o da Base possuem características de ambientes eutrófico - hipereutrófico, enquanto que, o Lago Polegar é caracterizado como um ambiente oligo-mesotrófico e o Lago Negro é considerado um ambiente distrófico. Em um estudo anterior em nove lagos rasos nesta mesma região, incluindo os quatro analisados no presente trabalho, Souza (2007) sugeriu que as bactérias livres atuariam como mineralizadoras e o seu crescimento seria limitado pela disponibilidade de fosfato (controle “bottom-up”), enquanto que as bactérias aderidas participariam da decomposição dos agregados orgânicos. Também foi sugerido que as bactérias aderidas seriam controladas principalmente pela predação por flagelados e ciliados (controle “top-down”), provavelmente devido ao seu maior biovolume. Porém, estas informações foram obtidas a partir de relações estatísticas de dados coletados em uma única amostragem. Assim, neste estudo a comunidade bacteriana (abundância e biomassa) e outros parâmetros físicos, químicos e biológicos dos quatro lagos rasos sub-tropicais foram estudados em amostragens quinzenais no decorrer de um ano entre junho de 2008 e maio de 2009. Nossos resultados indicam que a disponibilidade de carbono orgânico dissolvido produzido pelo fitoplâncton parece ser um dos principais fatores controladores da dinâmica de bactérias nestes lagos. Entretanto, a predação no Lago Negro parece ter sido de maior magnitude no controle das bactérias neste ambiente, uma vez que não houve um incremento na abundância bacteriana deste lago proporcional ao incremento da clorofila a. A presença de um maior número de nano - e microflagelados neste lago dá suporte a esta hipótese. Para testar esta hipótese, foi realizado um experimento utilizando-se a Técnica da Diluição em conjunto com a técnica a de FISH (Hibridização in situ Fluorescente) para identificar as taxas de produção e consumo não só dos diferentes morfotipos, mas também dos diferentes grupos filogenéticos (Archaea, Eubacteria, Alfa- Beta- e Gama-Proteobacteria e Cytophaga-Flavobacter) de uma amostra de água do Lago Negro. Os resultados deste experimento indicaram que as bactérias estão, de fato, sendo consumidas por vi protozoários na mesma proporção que estão sendo produzidas. Além disso, no Lago Negro a predação parece estar vinculada ao tamanho/biovolume celular, sendo os morfotipos de tamanho reduzido mais resistentes a predação e, por isso, mais abundantes.

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Due to the high supply and its attractive cost, the poultry litter has been used in the southwestern region of Parana to the improvement of soil fertility seeking greater production of grains and pastures. However, the use without technical knowledge can minimize the benefits of poultry litter or even cause undesirable effects on soil, environmental pollution and also productivity losses in the used crops. The objective of this study was to evaluate the influence of different times of poultry litter application, predating the winter crop, associated with increasing levels, about soil chemical properties, release of nutrients and crop performances in four consecutive years (2011-2014). In the first three years the experimental design was randomized blocks with a split plot system and four replications. In the main plots were tested four poultry litter application times preceding the wheat production: 0, 15, 30 and 45 days before sowing (DAS); in the subplots were applied four poultry litter levels (wet basis): 0, 4, 8 and 12 Mg ha-1. Last year one more subdivision of plots was done, evaluating the use or not of nitrogen in coverage in wheat, at a dose of 100 kg N ha-1. The wheat cultivar used in the four years was the BRS 220. In three years it was evaluated the residual effect on soybean production (cultivar - BMX Turbo RR) and in one year on the beans. The chemical soil attributes were evaluated at four depths 0-2,5cm, 2,5-5cm, 5-10cm and 10-20cm, and also the rate of decomposition and nutrient release of poultry litter and the crop productivity. The different times of application concerning the poultry litter had little influence on the studied variables, demonstrating that the producer does not need to have a specific date (before planting) to the application of poultry litter. Potassium was fully released 60 days after the allocation of litter bags into the field; for nitrogen and phosphorus the release was slower. The use of increasing levels of poultry litter increased the levels of various soil elements, highlighting the potassium which reached 20 cm deep in the second year of evaluation. The increase in pH and in the base saturation occurred only in the upper layers, while the phosphorus reached 10 cm deep in the third year of the study. It was observed increased pH and base saturation. The use of increasing doses of poultry litter contributed to the wheat plant nutrition, significantly increasing the weight of a thousand grains, and the grain yield of wheat in all the evaluated years; the nitrogen fertilization in coverage also had significant effect for the fourth evaluated year. Also there was a significant response from the residual effect of poultry litter for crops planted in summer for both soybeans and beans.

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The purpose of this research is to study sedimentation mechanism by mathematical modeling in access channels which are affected by tidal currents. The most important factor for recognizing sedimentation process in every water environment is the flow pattern of that environment. It is noteworthy that the flow pattern is affected by the geometry and the shape of the environment as well as the type of existing affects in area. The area under the study in this thesis is located in Bushehr Gulf and the access channels (inner and outer). The study utilizes the hydrodynamic modeling with unstructured triangular and non-overlapping grids, using the finite volume, From method analysis in two scale sizes: large scale (200 m to 7.5km) and small scale (50m to 7.5km) in two different time durations of 15 days and 3.5 days to obtain the flow patterns. The 2D governing equations used in the model are the Depth-Averaged Shallow Water Equations. Turbulence Modeling is required to calculate the Eddy Viscosity Coefficient using the Smagorinsky Model with coefficient of 0.3. In addition to the flow modeling in two different scales and the use of the data of 3.5 day tidal current modeling have been considered to study the effects of the sediments equilibrium in the area and the channels. This model is capable of covering the area which is being settled and eroded and to identify the effects of tidal current of these processes. The required data of the above mentioned models such as current and sediments data have been obtained by the measurements in Bushehr Gulf and the access channels which was one of the PSO's (Port and Shipping Organization) project-titled, "The Sedimentation Modeling in Bushehr Port" in 1379. Hydrographic data have been obtained from Admiralty maps (2003) and Cartography Organization (1378, 1379). The results of the modeling includes: cross shore currents in northern and north western coasts of Bushehr Gulf during the neap tide and also the same current in northern and north eastern coasts of the Gulf during the spring tide. These currents wash and carry fine particles (silt, clay, and mud) from the coastal bed of which are generally made of mud and clay with some silts. In this regard, the role of sediments in the islands of this area and the islands made of depot of dredged sediments should not be ignored. The result of using 3.5 day modeling is that the cross channels currents leads to settlement places in inner and outer channels in tidal period. In neap tide the current enters the channel from upside bend of the two channels and outer channel. Then it crosses the channel oblique in some places of the outer channel. Also the oblique currents or even almost perpendicular current from up slope of inner channel between No. 15 and No. 18 buoys interact between the parallel currents in the channel and made secondary oblique currents which exit as a down-slope current in the channel and causes deposit of sediments as well as settling the suspended sediments carried by these currents. In addition in outer channel the speed of parallel currents in the bend of the channel which is naturally deeper increases. Therefore, it leads to erosion and suspension of sediments in this area. The speed of suspended sediments carried by this current which is parallel to the channel axis decreases when they pass through the shallower part of the channel where it is in the buoys No.7 and 8 to 5 and 6 are located. Therefore, the suspended sediment settles and because of this process these places will be even shallower. Furthermore, the passing of oblique upstream leads to settlement of the sediments in the up-slope and has an additional effect on the process of decreasing the depth of these locations. On the contrary, in the down-slope channel, as the results of sediments and current modeling indicates the speed of current increases and the currents make the particles of down-slope channel suspended and be carried away. Thus, in a vast area of downstream of both channels, the sediments have settled. At the end of the neap tide, the process along with circulations in this area produces eddies which causes sedimentation in the area. During spring some parts of this active location for sedimentation will enter both channels in a reverse process. The above mentioned processes and the places of sedimentation and erosion in inner and outer channels are validated by the sediments equilibrium modeling. This model will be able to estimate the suspended, bed load and the boundary layer thickness in each point of both channels and in the modeled area.

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This executive order by Governor Nikki R. Haley declares that the seat held by Kelvin Emil Washington, Sr. of the office of County Council of the County of Richland was vacated and the vacancy shall be filled as is provided by law.

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Shows points of interest along southern part of the N.J. Heritage Trail.

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Shows points of interest along the Delaware Bay portion of the N.J. Heritage Trail.

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"May 1985."

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La campagne PELGAS participe à la gestion du stock d’anchois du Golfe de Gascogne, en réalisant une évaluation directe à la mer de la biomasse d’anchois. Pour déterminer la biomasse totale, des appareils acoustiques envoyant des ultra-sons dans l’eau pour détecter les bancs de poisson sont utilisés. Ensuite des pêches sont effectuées sur les zones détectées pour déterminer la composition des bancs (espèces, poids, longueurs…). En parallèle, les oeufs d’anchois sont comptés. A partir des données récoltées de 2000 à 2015, j’ai pu réaliser des cartes de distribution spatiale des anchois et de leurs oeufs, ainsi que des analyses statistiques afin de comprendre les différences de distribution entre les deux. Il s’avère que les oeufs sont plus au large que les anchois, ce qui est dû à une question de poids moyen et de fécondité. Les anchois les plus gros seraient plus féconds et se localisent plus au large, d’où la répartition des oeufs plus éloignées des côtes que la biomasse totale d’anchois. La fécondité et le poids des anchois font parties des paramètres qui ont une influence sur la distribution des oeufs.

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General city street map also showing principal buildings, ward names, city block dimensions in feet (some blocks), and the Raritan terminus of the Delaware and Raritan Canal.

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Permitindo uma forma de habitar lugares de grande relação com a água, erguem-se um pouco por todo o mundo, sobre as águas de rios, barragens e lagos estruturas palafíticas. Em Portugal, em 1964 na aldeia da Carrasqueira, extremo sul do estuário do Sado, um cais palafítico começava a ser construído por pescadores-agricultores, que ali viviam, para combater mudanças de maré e aceder tanto a água como a terra. O barco, o abrigo e o caminho são os três elementos fundamentais da arquitetura palafítica aqui encontrada, em que a qualidade da água e da terra são determinantes para o assentamento da estrutura neste local. O rio Sado define-se como o limite geográfico e paisagístico da ocupação, é gerador de características únicas que permitem o desenvolvimento de um novo tipo de habitar que surge sobretudo de uma aproximação ao local e aos materiais que dele provêm. A Carrasqueira traduz o paradigma de uma cultura em adaptação contínua às circunstâncias adversas do meio ambiente. A pouca informação sobre o cais e a unicidade construtiva encontrado na estrutura, faz com que seja de elevada pertinência o estudo, sob o ponto de vista construtivo, da arquitetura palafítica da vila piscatória da Carrasqueira, enquanto matéria mutável sensível às mudanças ambientais e espontâneas. Pretende-se clarificar e identificar as singularidades da arquitetura de expressão espontânea da Carrasqueira, intrinsecamente ligada tanto à água do rio Sado, como à terra que a limita e corporiza. Para o estudo construtivo serão elaborados:  Mapas de desenvolvimento do cais;  Um registo fotográfico das estruturas;  Desenhos, realizados originalmente no decorrer desta investigação no local, de forma a criar um maior entendimento da forma de construção entre as diferentes peças e partes de cada uma das estruturas.  Construção de uma estrutura palafítica.  Vídeo, enquanto registo das fases do trabalho prático mostra parte do trabalho desenvolvido no processo construtivo. A produção dos documentos mencionados testemunha um tipo de vida invulgar na História da Arquitetura Portuguesa. O contacto com locais, pescadores, trabalhadores e gentes da terra também ajudará a entender os sistemas construtivos utilizados, pelo conhecimento construtivo por experiência própria, e proximidade das matérias-primas; ABSTRACT: Allowing life in floodplain areas, palaffitic structures take advantage from water, and appear a bit all over the world. The stilts portray a way of living changing and giving identity to the places and population. In Portugal, 1964 year, in Carrasqueira village, located on the southwest Sado’s river, facing the river side and land, a palaffitic piers was built, to fight the tide changing and allowed the population to get as close as they could to water and reach the land easier when they were coming from the fishing activity. The continuously adaptation of lifestyle in order to follow and adjust themselves to nature shows how strong and unique this culture and people are. The boat, the shelter and the paths are the three fundamental elements used in Carrasqueira’s palaffitic architecture. Water and land, construction and nature, this beautiful balance is only possible because of the river and its qualities. Also the time roles an important paper in the process, it changes with the growing of the main materials. This investigation has the goal to study the palaffitic piers of Carrasqueira by the constructivist point of view, as a spontaneous structure that began with the available materials and was continuously changing and adjusting to fit the land, the lifestyle and the needs of the population that was living there. Clarifying and identifying the singularities of this construction is what the study wants to achieve. Maps, photography’s and intensive drawings will be making on the process. A palaffitic structure will be build and the part of the building process will be available for watch on a short-video, filmed by then. The contact with locals will probably assume the biggest part of the work in main to understand their way of thinking and the process of their work.