Optimized harvest scheduling in eucalyptus plantations under operational, spatial and climatic constraints

The representation of sustainability concerns in industrial forests management plans, in relation to environmental, social and economic aspects, involve a great amount of details when analyzing and understanding the interaction among these aspects to reduce possible future impacts. At the tactical and operational planning levels, methods based on generic assumptions usually provide non-realistic solutions, impairing the decision making process. This study is aimed at improving current operational harvesting planning techniques, through the development of a mixed integer goal programming model. This allows the evaluation of different scenarios, subject to environmental and supply constraints, increase of operational capacity, and the spatial consequences of dispatching harvest crews to certain distances over the evaluation period. As a result, a set of performance indicators was selected to evaluate all optimal solutions provided to different possible scenarios and combinations of these scenarios, and to compare these outcomes with the real results observed by the mill in the study case area. Results showed that it is possible to elaborate a linear programming model that adequately represents harvesting limitations, production aspects and environmental and supply constraints. The comparison involving the evaluated scenarios and the real observed results showed the advantage of using more holistic approaches and that it is possible to improve the quality of the planning recommendations using linear programming techniques.

Operational performance of the mechanized and semi-mechanized potato harvest

Potato is an important crop plant throughout the world. Harvesting is a fundamental step in its production system. Maybe, it is the most complex and expensive operation. Thus, the objective of this work was to compare the cost of the mechanized and semi-mechanized harvest, the operational capacity and the production losses during the potato harvest process. The work was accomplished in a commercial farming, cultivated under pivot system, in the municipal district of Perdizes - MG, Brazil. A completely randomized design with two treatments was used: mechanized and semi-mechanized harvest. The mechanized harvest used a self-propelled harvester. In the semi-automated harvest, a digger mounted on tractor was used and the potato was manually harvested. It was concluded that the cost of mechanized harvest was 49.03% lower than the cost of semi-mechanized harvest. On average, the harvester had a work for 23 workers in manual harvest. Mechanized harvest showed losses of 2.35% of potato yield, while the semi-mechanized harvest showed losses of 6.32%.

Informing operational flood management with ensemble predictions: lessons from Sweden.

This paper highlights some communicative and institutional challenges to using ensemble prediction systems (EPS) in operational flood forecasting, warning, and civil protection. Focusing in particular on the Swedish experience, as part of the PREVIEW FP6 project, of applying EPS to operational flood forecasting, the paper draws on a wider set of site visits, interviews, and participant observation with flood forecasting centres and civil protection authorities (CPAs) in Sweden and 15 other European states to reflect on the comparative success of Sweden in enabling CPAs to make operational use of EPS for flood risk management. From that experience, the paper identifies four broader lessons for other countries interested in developing the operational capacity to make, communicate, and use EPS for flood forecasting and civil protection. We conclude that effective training and clear communication of EPS, while clearly necessary, are by no means sufficient to ensure effective use of EPS. Attention must also be given to overcoming the institutional obstacles to their use and to identifying operational choices for which EPS is seen to add value rather than uncertainty to operational decision making by CPAs.

Sistema de sincronismo entre a colhedora de cana-de-açúcar e o veículo de transbordo

One of the problems found in mechanical harvest of sugar cane is the lack of synchronism between the harvest machine and the infield wagon, causing crop losses as well as operational capacity. The objective of the present research was to design a system capable of helping to synchronize the sugar cane harvest machine with the wagon. The communication between tractor and harvest machine is wireless. Two ultrasound sensors coupled to the elevator and a microprocessor manage such information, generating a correct synchronization among the machines. The system was tested in laboratory and on field performing its function adequately, maintaining the two machines in synchronization, indicating and alerting the operators their relative positions. The developed system reduced the sugar cane lost in 60 kg ha-1 comparing to the harvest with the system turned off.

Technical and economical evaluation of a harvester, working under different spacing and planting arrangement conditions in eucalypts plantations

Plantation spacing selection has the primary objective of assigning each tree enough space for maximum growth and best quality to be attained with a minimum cost. From the harvest standpoint, an increase in stand density directly implies a decrease of individual tree volume, reducing also harvester productive capacity. The objective of this research is to assess the effects of several initial spacings and arrangements in eucalyptus plantations on production capacity, operational capacity and costs of forest harvester. Real operational data were collected from two eucalypt plantations at different initial spacing of 6.0, 7.5, 9.0, 12 and 18 m(2) per tree. Simulation data were obtained from a forest harvester simulator. Using spacing (E), mean tree volume (MV), diameter at breast height (DBH) and height (H) values, a stepwise regression test procedure was run, and correlations computed in order to measure their participation in operational capacity. Operational costs were computed with an accounting method proposed by FAO. Mean tree volume (MV) explained 88% of forest harvester operational capacity. Spacing (E) affected 8.5% of harvester operational capacity; wider spacings were related to higher individual tree volumes. Harvesting operation costs were lower in wider spaced treatments.

Portugal

In 2014, the wind energy sector achieved a maturity status within the Portuguese power system. While it still experienced some additional capacity deployment (222 MW), after 15 years of intense deployment Portugal reached 4, 953 MW of installed wind power capacity by the end of 2014. Wind power represents 25% (considering only mainland Portugal) of the total operational capacity and 42% of renewable energy capacity in the country. In 2014, Portuguese wind parks produced 12.1 TWh maintaining a wind energy contribution of 24% of the annually electricity consumption. This high wind penetration was influenced by the favorable wind conditions observed in the first three months of the year over central and northern regions of mainland Portugal that also correspond to the largest concentration of installed wind capacity.

Guidelines for the Conversion of Urban Four-Lane Undivided Roadways to Three-Lane Two-Way Left-turn Lane Facilities, April 2001

Four-lane undivided roadways in urban areas can experience a degradation of service and/or safety as traffic volumes increase. In fact, the existence of turning vehicles on this type of roadway has a dramatic effect on both of these factors. The solution identified for these problems is typically the addition of a raised median or two-way left-turn lane (TWLTL). The mobility and safety benefits of these actions have been proven and are discussed in the “Past Research” chapter of this report along with some general cross section selection guidelines. The cost and right-of-way impacts of these actions are widely accepted. These guidelines focus on the evaluation and analysis of an alternative to the typical four-lane undivided cross section improvement approach described above. It has been found that the conversion of a four-lane undivided cross section to three lanes (i.e., one lane in each direction and a TWLTL) can improve safety and maintain an acceptable level of service. These guidelines summarize the results of past research in this area (which is almost nonexistent) and qualitative/quantitative before-and-after safety and operational impacts of case study conversions located throughout the United States and Iowa. Past research confirms that this type of conversion is acceptable or feasible in some situations but for the most part fails to specifically identify those situations. In general, the reviewed case study conversions resulted in a reduction of average or 85th percentile speeds (typically less than five miles per hour) and a relatively dramatic reduction in excessive speeding (a 60 to 70 percent reduction in the number of vehicles traveling five miles per hour faster than the posted speed limit was measured in two cases) and total crashes (reductions between 17 to 62 percent were measured). The 13 roadway conversions considered had average daily traffic volumes of 8,400 to 14,000 vehicles per day (vpd) in Iowa and 9,200 to 24,000 vehicles per day elsewhere. In addition to past research and case study results, a simulation sensitivity analysis was completed to investigate and/or confirm the operational impacts of a four-lane undivided to three-lane conversion. First, the advantages and disadvantages of different corridor simulation packages were identified for this type of analysis. Then, the CORridor SIMulation (CORSIM) software was used x to investigate and evaluate several characteristics related to the operational feasibility of a four-lane undivided to three-lane conversion. Simulated speed and level of service results for both cross sections were documented for different total peak-hour traffic, access densities, and access-point left-turn volumes (for a case study corridor defined by the researchers). These analyses assisted with the identification of the considerations for the operational feasibility determination of a four -lane to three-lane conversion. The results of the simulation analyses primarily confirmed the case study impacts. The CORSIM results indicated only a slight decrease in average arterial speed for through vehicles can be expected for a large range of peak-hour volumes, access densities, and access-point left-turn volumes (given the assumptions and design of the corridor case study evaluated). Typically, the reduction in the simulated average arterial speed (which includes both segment and signal delay) was between zero and four miles per hour when a roadway was converted from a four-lane undivided to a three-lane cross section. The simulated arterial level of service for a converted roadway, however, showed a decrease when the bi-directional peak-hour volume was about 1,750 vehicles per hour (or 17,500 vehicles per day if 10 percent of the daily volume is assumed to occur in the peak hour). Past research by others, however, indicates that 12,000 vehicles per day may be the operational capacity (i.e., level of service E) of a three-lane roadway due to vehicle platooning. The simulation results, along with past research and case study results, appear to support following volume-related feasibility suggestions for four-lane undivided to three-lane cross section conversions. It is recommended that a four-lane undivided to three-lane conversion be considered as a feasible (with respect to volume only) option when bi-directional peak-hour volumes are less than 1,500 vehicles per hour, but that some caution begin to be exercised when the roadway has a bi-directional peak-hour volume between 1,500 and 1,750 vehicles per hour. At and above 1,750 vehicles per hour, the simulation indicated a reduction in arterial level of service. Therefore, at least in Iowa, the feasibility of a four-lane undivided to three-lane conversion should be questioned and/or considered much more closely when a roadway has (or is expected to have) a peak-hour volume of more than 1,750 vehicles. Assuming that 10 percent of the daily traffic occurs during the peak-hour, these volume recommendations would correspond to 15,000 and 17,500 vehicles per day, respectively. These suggestions, however, are based on the results from one idealized case xi study corridor analysis. Individual operational analysis and/or simulations should be completed in detail once a four-lane undivided to three-lane cross section conversion is considered feasible (based on the general suggestions above) for a particular corridor. All of the simulations completed as part of this project also incorporated the optimization of signal timing to minimize vehicle delay along the corridor. A number of determination feasibility factors were identified from a review of the past research, before-and-after case study results, and the simulation sensitivity analysis. The existing and expected (i.e., design period) statuses of these factors are described and should be considered. The characteristics of these factors should be compared to each other, the impacts of other potentially feasible cross section improvements, and the goals/objectives of the community. The factors discussed in these guidelines include • roadway function and environment • overall traffic volume and level of service • turning volumes and patterns • frequent-stop and slow-moving vehicles • weaving, speed, and queues • crash type and patterns • pedestrian and bike activity • right-of-way availability, cost, and acquisition impacts • general characteristics, including - parallel roadways - offset minor street intersections - parallel parking - corner radii - at-grade railroad crossings xii The characteristics of these factors are documented in these guidelines, and their relationship to four-lane undivided to three-lane cross section conversion feasibility identified. This information is summarized along with some evaluative questions in this executive summary and Appendix C. In summary, the results of past research, numerous case studies, and the simulation analyses done as part of this project support the conclusion that in certain circumstances a four-lane undivided to three-lane conversion can be a feasible alternative for the mitigation of operational and/or safety concerns. This feasibility, however, must be determined by an evaluation of the factors identified in these guidelines (along with any others that may be relevant for a individual corridor). The expected benefits, costs, and overall impacts of a four-lane undivided to three-lane conversion should then be compared to the impacts of other feasible alternatives (e.g., adding a raised median) at a particular location.

Defesa química: histórico, classificação dos agentes de guerra e ação dos neurotóxicos

Chemical agents are substances used for their toxic effects on humans, animals and plants. The main objective of chemical defense is to develop systems that reduce these effects while minimizing impact on the operational capacity of military troops. In this work, a report on the development of chemical warfare agents since the First World War and their classification is presented. Special attention is given to neurotoxic agents, the most lethal group of chemical agents known to date.

Tensions tectoniques du projet d'architecture : études comparatives de concours canadiens et brésiliens (1967-2005)

Cette thèse entend contribuer à la compréhension du processus de conception architecturale par le biais du concept de tectonique, notion dont l’historicité confirme une certaine diversité de significations, mais qui suscite une réflexion fondamentale sur le rapport entre l’esthétique architecturale et les moyens constructifs. La connaissance technique de la construction, constituée principalement au 18ème siècle, permettra une nouvelle réflexion sur le rapport entre l’esthétique architecturale et les moyens constructifs. Au 19ème siècle, moment de l’apparition du concept de « tectonique » dans le contexte du débat sur la notion de style, l’indéniable contribution de l’architecte et théoricien Gottfried Semper reconnaît la complexité matérielle de l’édifice. La reprise du terme au 20ème siècle par l’historien et théoricien Kenneth Frampton va quant à elle déplacer le sens de la tectonique vers l’idée d’un « potentiel d’expression constructive ». Ces deux auteurs représentent deux grandes approches tectoniques convergeant sur la nécessité, pour toute théorie de l’architecture, d’encourager une réflexion critique de la construction. Cette thèse se développe en deux parties, l’une retraçant l’histoire et les enjeux de la tectonique, l’autre, de nature plus concrète, cherchant à tester l’actualité du concept à travers une série d’analyses tectoniques de projets modernes et contemporains. À la croisée de deux contextes géographiques différents, le Canada et le Brésil, le corpus de projets de concours que nous avons constitué considère la tectonique comme un phénomène transculturel. Nous formulons l’hypothèse d’une « tectonique du projet », c’est-à-dire d’un espace théorique dans lequel les questions relatives au bâtiment s’élaborent dans des « tensions » dialectiques. L’actualité des catégories semperiennes, dans lesquelles les différents « éléments » du bâtiment représentent différentes techniques de construction, est revisitée à partir de l’étude des projets de Patkau Architects (1986) et de MMBB Arquitetos (1990). Une tension entre les expressions symbolique et formelle issues du matériau brut est plus explicite dans l’étude des projets de Ramoisy Tremblay architectes (2002) et de Brasil Arquitetura (2005). La théorie de la transformation de matériau (Stoffwechseltheorie) de Semper est réexaminée parallèlement dans les projets d’Arthur Erickson et Geoffrey Massey (1967) et de Paulo Mendes da Rocha (1969). Dans l’ensemble de tensions tectoniques présentes tout au long de la conception, nous avons retenu plus particulièrement : le contact avec le sol, la recherche d’une homogénéité constructive, ou son opposé, la recherche d’une variété matérielle et, finalement la tension entre la dimension représentationnelle et la dimension technique de l’architecture. La modélisation du concept de tectonique, par un ensemble de tensions auxquelles les concepteurs doivent s’adresser en phase de projet, confirme que des questions en apparence simplement « techniques » concernent en fait tout autant le génie de l’invention que la connaissance historique des idées architecturales.

Diagnóstico de apendicitis aguda en la edad pedíatrica en la Fundación Cardio Infantil : utilidad de la ultrasonografía

Los niños que presentan dolor abdominal agudo representan una de las principales demandas de atención en los servicios de Urgencias Pediátricas, convirtiéndose en un reto para quien realiza la valoración inicial la decisión de que paciente amerita realizar estudios adicionales, para descartar una patología quirúrgica. Considerando que la apendicitis es la primera emergencia quirúrgica en niños, y que sus complicaciones son un problema frecuente, es imprescindible que el clínico conozca cual es la utilidad y beneficio que le brindan las herramientas diagnósticas disponibles para realizar un diagnóstico más certero. Objetivo: Describir el manejo de los pacientes menores de 18 años con sospecha de apendicitis en la FCI y determinar la sensibilidad y especificidad de la ecografía en esta población. Métodos: Estudio de Prueba Diagnóstica. Revisión expedita de los niños valorados en la FCI con sospecha clínica de apendicitis aguda durante un periodo de 4 meses. Se tomaron datos de hallazgos ecográficos para apendicitis (positivos, negativos o indeterminados) y del desenlace de tener o no apendicitis. Posteriormente se realizó una inferencia mediante una tabla de contingencia, teniendo en cuenta intervalos de confianza para determinar la sensibilidad, especificidad, VPP, VPN y exactitud de la prueba basados en el diagnóstico final. Resultados: En 52% de pacientes que consultaron por dolor abdominal se sospecho patología quirúrgica, grupo en el que se utilizó la ecografía abdominal como herramienta diagnóstica para descartar apendicitis encontrando: sensibilidad: 63%(IC 95%, 48.6-75.5), especificidad: 82,7%(IC 95%, 76- 87.8) y exactitud: 78,2%(IC 95%, 72-83,4). La prevalencia de la enfermedad fue 22,8%, con probabilidad postprueba positiva de 88.3%(IC 95%, 82,1-92.6). Conclusiones: Los resultados de este estudio evidencian un menor rendimiento de la ecografía como prueba diagnóstica para apendicitis en pediatría en nuestro medio comparado al descrito en la literatura. Dicha discordancia probablemente se encuentra determinada por los sesgos propios de un estudio histórico como este, en el que básicamente la falta de uniformidad en el registro de datos en la historia clínica por los observadores (clínicos y radiólogos), así como las limitaciones para determinar el seguimiento de todos los pacientes que no fueron operados, pueden alterar la capacidad operativa real de la prueba. De ahí la importancia de realizar a futuro un estudio concurrente.

Análise da viabilidade do sistema de auditorias de obras públicas do Tribunal de Contas do Estado do Rio de Janeiro à luz do modelo de sistema viável

The Brazilian public administration must act with efficiency, developing its activities with readiness and minimizing the use of resources. However, it has not been being able to work with increasing demand in solve complex problems. Tribunal de Contas do Estado do Rio de Janeiro (TCERJ) is the entity responsible for the operational audit of the public institutions of Rio de Janeiro State and its Municipals districts, except for the Capital. It has detected itself that the society demand is superior to its operational capacity of assistance. This dissertation tries to know if the public works audits system adopted by TCERJ could be considered a viable system. Considering that the systems approaches represents the key to work with a reality more and more complex, the Viable System Modelo (VSM) was adopted as reference, having been developed by Stafford Beer with cybernetics basis. Finally, taking VSM as reference in the normative level, it could be affirmed that the studied system is not a viable system to verify that, the studied system is not a viable system yet.

O processo de modernização dos Tribunais de Contas no contexto da reforma do estado no Brasil

Os tribunais de contas, embora sejam órgãos tradicionais na administração pública com raízes remotas ligadas à própria criação do Estado Moderno, passam hoje por intensas modificações em sua estrutura operacional e formas de atuação. O presente trabalho tem o objetivo de analisar o processo de modernização dos tribunais de contas estaduais e municipais do país no contexto da reforma do Estado brasileiro. A primeira parte dessa dissertação apresenta uma radiografia da situação atual dos TC¿s, apontando as principais características diferenciadoras desses órgãos em relação à sua capacidade operacional e ao desempenho de suas funções constitucionais. A segunda parte apresenta um balanço das principais iniciativas de aperfeiçoamento organizacional que podem ser verificadas nas estruturas dos TC¿s mais recentemente, dando destaque para as inovações de ouvidoria, sistemas informatizados de controle e escolas de contas.

Demanda energética e eficiência da distribuição de sementes de milho sob variação de velocidade e condição de solo

O trabalho teve o objetivo de avaliar a demanda energética e a eficiência da distribuição de sementes de uma semeadora-adubadora para semeadura direta, submetida à variação de velocidade e condições de solo, na semeadura da cultura do milho. O estudo foi desenvolvido em um Nitossolo Vermelho distrófico, na Fazenda Experimental Lageado, no município de Botucatu - SP. O delineamento experimental foi em blocos casualizados, com oito repetições, combinando-se três velocidades de deslocamento (4,4; 6,1 e 8,1 km h-1) e duas condições de solo (solo manejado sob sistema de plantio direto há cinco anos e solo preparado com escarificador há 18 meses). Avaliaram-se a força de tração, a potência na barra de tração, o consumo de combustível, a capacidade de campo efetiva, a distribuição longitudinal de plantas, o coeficiente de variação, o índice de precisão e o número de plantas por hectare (estande inicial). Os resultados revelaram que, aumentando-se a velocidade de 4,4 para 8,1 km h-1, consegue-se aumentar em 86% a capacidade operacional, com incremento de 96% na demanda de potência na barra de tração e redução de 26% no consumo operacional de combustível. A maior velocidade (8,1 km h-1) proporcionou menor porcentual de espaçamentos normais e aumento no porcentual de espaçamentos múltiplos e falhos, maior coeficiente de variação e pior índice de precisão. A variação da velocidade não interferiu no número de plantas por hectare.

Desempenho de uma semeadora-adubadora direta, em função da velocidade de eslocamento e do tipo de manejo da biomassa da cultura de cobertura do solo

O objetivo do presente trabalho foi estudar o desempenho de uma semeadora-adubadora, operando em duas velocidades sobre a palhada da cultura do milheto (Pennisetum glaucum (L.) R. Brown), após diferentes manejos, na semeadura direta da cultura da soja (Glycine Max L.). O experimento foi realizado com seis tratamentos, em esquema fatorial, delineados em blocos ao acaso, com quatro repetições. Os tratamentos combinaram três manejos (triturador de palhas tratorizado, rolo- faca e herbicida) com duas velocidades de deslocamento da semeadora-adubadora (5,2 e 7,3 km h-1). Foram analisadas as seguintes variáveis: acúmulo e decomposição de massa seca do milheto, índice de emergência da cultura da soja, uniformidade de distribuição longitudinal de sementes, capacidade de campo efetiva da semeadora-adubadora e produtividade da soja. Os resultados mostraram que não houve diferença na decomposição da massa de milheto após os manejos e que esses, juntamente com a velocidade de deslocamento do conjunto trator-semeadora-adubadora, não influenciaram no número de dias para a emergência das plântulas de soja e na distribuição longitudinal das sementes. A capacidade de campo efetiva da semeadora-adubadora foi maior na velocidade mais alta. O rendimento de grãos não diferiu significativamente nos tratamentos estudados.

Avaliação operacional do controle mecânico de plantas aquáticas imersas no reservatório de Jupiá

O presente trabalho foi realizado com o objetivo de estudar a coleta e o descarte de plantas aquáticas em diferentes locais e infestações do sistema Tietê/Paraná, no reservatório de Jupiá. A operação foi realizada com auxílio de instrumentação instalada em uma colhedora de plantas aquáticas, com sistema de GPS dotado de sinal de correção diferencial. Os tempos gastos para carregar e descarregar a colhedora foram determinados por cronometragem, e a distância do ponto final de coleta ao ponto de descarte e o tempo de deslocamento, por cronometragem e uso de GPS convencional. em algumas coletas foram demarcados polígonos, instruindo-se o operador a trabalhar exclusivamente na área correspondente. A interpretação dos resultados permitiu determinar a participação do tempo de coleta em relação ao tempo total de operação, indicando um valor significativo do ponto de vista operacional (>70%). Considerando o descarte em áreas infestadas com taboa, o deslocamento total médio foi de apenas 383 m, com gasto médio de 200,96 s. Os valores de capacidade operacional da colhedora oscilaram entre 0,23 e 1,60 ha h-1, indicando valor médio de 4,48 ha dia-1. A maior limitação à capacidade operacional associou-se à velocidade média de deslocamento, com maior agravante em áreas com altas infestações ou profundas. Considerando-se o deslocamento da colhedora, houve grande dificuldade de orientação em condições normais de operação, inviabilizando a manutenção de espaçamentos uniformes entre as faixas de coleta e sobrepondo as passagens. Conclui-se que a avaliação operacional indicou a impossibilidade de operar a colhedora sem o auxílio de um sistema de navegação que permita orientar a sua movimentação nas áreas de controle.