SPR based Studies for Pentagalloyl Glucose Binding to α-Amylase

Astringency is an organoleptic property resulting mostly from the interaction of salivary proteins with dietary polyphenols. It is of great importance to consumers but being typically measured by sensorial panels it turns out subjective and expensive. The main goal of the present work is to develop a sensory system to estimate astringency relying on protein/polyphenol interactions. For this purpose, a model protein was immobilized on a sensory gold surface and its subsequent interaction with polyphenols was measured by Surface Plasma Resonance (SPR). α-amylase and pentagalloyl glucose (PGG) were selected as model protein and polyphenol, respectively. To ensure specific binding between these, various surface chemistries were tested. Carboxylic terminated thiol decreased the binding ability of PGG and allowed covalent attachment of α-amylase to the surface. The pH 5 was the optimal condition for α-amylase immobilization on the surface. Further studies focus on Localized SPR sensor and application to wine samples, providing objectivity when compared to a trained panel.

TRATAMENTOS PRÉ-GERMINATIVOS EM SEMENTES FLORESTAIS DA AMAZÔNIA: VI - MUIRAJUBA Apuleia leiocarpa (VOG.) MACBRIDE VAR. molaris SPR. ex BENTH. (LEGUMINOSAE)

Com o objetivo de superar a dormência de sementes de muirajuba (Apuleia leiocarpa(Vog.) Macbride var. molarisSpr. ex Benth), foi conduzido um ensaio experimental com 12 tratamentos pré-germinativos: testemunha (sem tratamento); imersão em ácido sullürico concentrado (96%) por diferentes períodos (5, 10, 15, 20 e 30 minutos), imersão em água quente a 80"C (2 e 10 minutos); desponte do lado oposto ao hilo; escarificação manual por 2 minutos; e escarificação manual seguida por imersão em água (6 e 12 horas). A germinação foi realizada em germinador Jacobsen sob temperatura constante (30"C), e acompanhada por 30 dias. Os efeitos dos tratamentos foram avaliados através da porcentagem de germinação e do índice de Velocidade de Germinação (I.V.G.). Todos os tratamentos aplicados proporcionaram uma maior germinação em relação a testemunha, cuja germinação foi de somente 13%. Porcentagens de germinação elevadas foram obtidas com as imersões em ácido sulfúrico, desponte do lado oposto ao hilo e escarificação manual por 2 minutos (com e sem imersão em água por 12 horas), os quais não diferiram entre sí. Dentre os tratamentos testados, o maior índice de vigor das sementes (I.V.G.) foi obtido com a escarificação manual por dois minutos, seguida por imersão em água por 12 horas. Os tratamentos onde as sementes foram submetidas a água quente não foram eficientes para estimular a germinação das sementes de muirajuba.

Instrumentation and Monitoring of Precast Bridge Approach Tied to an Integral Abutment Bridge in Bremer County, SPR 0000-005, 2010

Approach slab pavement at integral abutment (I-A) bridges are prone to settlement and cracking, which has been long recognized by the Iowa Department of Transportation (DOT). A commonly recommended solution is to integrally attach the approach slab to the bridge abutment. This study sought to supplement a previous project by instrumenting, monitoring, and analyzing the behavior of an approach slab tied to a integral abutment bridge. The primary objective of this investigation was to evaluate the performance of the approach slab. To satisfy the research needs, the project scope involved reviewing a similar previous study, implementing a health monitoring system on the approach slab, interpreting the data obtained during the evaluation, and conducting periodic visual inspections of the bridge and approach slab. Based on the information obtained from the testing, the following general conclusions were made: the integral connection between the approach slab and the bridge appears to function well with no observed distress at this location and no relative longitudinal movement measured between the two components; the measured strains in the approach slabs indicate a force exists at the expansion joint and should be taken into consideration when designing both the approach slab and the bridge and the observed responses generally followed an annual cyclic and/or short term cyclic pattern over time; the expansion joint at one side of the approach slab does not appear to be functioning as well as elsewhere; much larger frictional forces were observed in this study compared to the previous study.

Safety and Mobility Impacts of Winter Weather --Phase 3, SPR RB01-012, 2014

Highway agencies spend millions of dollars to ensure safe and efficient winter travel. However, the effectiveness of winter-weather maintenance practices on safety and mobility are somewhat difficult to quantify. Safety and Mobility Impacts of Winter Weather - Phase 1 investigated opportunities for improving traffic safety on state-maintained roads in Iowa during winter-weather conditions. In Phase 2, three Iowa Department of Transportation (DOT) high-priority sites were evaluated and realistic maintenance and operations mitigation strategies were also identified. In this project, site prioritization techniques for identifying roadway segments with the potential for safety improvements related to winter-weather crashes, were developed through traditional naïve statistical methods by using raw crash data for seven winter seasons and previously developed metrics. Additionally, crash frequency models were developed using integrated crash data for four winter seasons, with the objective of identifying factors that affect crash frequency during winter seasons and screening roadway segments using the empirical Bayes technique. Based on these prioritization techniques, 11 sites were identified and analyzed in conjunction with input from Iowa DOT district maintenance managers and snowplow operators and the Iowa DOT Road Weather Information System (RWIS) coordinator.

Electronic Construction Collaboration System – Final Phase, SPR RB02-008, 2014

This phase of the research project involved two major efforts: (1) Complete the implementation of AEC-Sync (formerly known as Attolist) on the Iowa Falls Arch Bridge project and (2) develop a web-based project management system (WPMS) for projects under $10 million. For the first major effort, AEC-Sync was provided for the Iowa Department of Transportation (DOT) in a software as a service agreement, allowing the Iowa DOT to rapidly implement the solution with modest effort. During the 2010 fiscal year, the research team was able to help with the implementation process for the solution. The research team also collected feedback from the Broadway Viaduct project team members before the start of the project and implementation of the solution. For the 2011 fiscal year, the research team collected the post-project surveys from the Broadway Viaduct project members and compared them to the pre-project survey results. The result of the AEC-Sync implementation in the Broadway Viaduct project was a positive one. The project members were satisfied with the performance of AEC-Sync and how it facilitated document management and transparency. In addition, the research team distributed, collected, and analyzed the pre-project surveys for the Iowa Falls Arch Bridge project. During the 2012 fiscal year, the research team analyzed the post-project surveys for the Iowa Falls Arch Bridge project AEC-Sync implementation and found a positive outcome when compared to the pre-project surveys. The second major effort for this project involved the identification and implementation of a WPMS solution for smaller bridge and highway projects. During the 2011 fiscal year, Microsoft SharePoint was selected to be implemented on these smaller highway projects. In this year, workflows for the shop/working drawings for the smaller highway projects specified in Section 1105 of the Iowa DOT Specifications were developed. These workflows will serve as the guide for the development of the SharePoint pages. In order to implement the Microsoft SharePoint pages, the effort of an integrated team proved to be vital because it brought together the expertise required from researchers, programmers, and webpage developers to develop the SharePoint pages.

Electronic Construction Collaboration System—Phase II, SPR RB02-008, 2010

During the first year of research, work was completed to identify Iowa DOT needs for web-based project management system (WPMS) and evaluate how commercially available solutions could meet these needs. Researchers also worked to pilot test custom developed WPMS solutions on Iowa DOT bridge projects. At the end of the first year of research, a Request for Proposals (RFP) was developed and issued by the Iowa DOT for the selection of a commercial WPMS to pilot test on multiple bridge projects. During the second year of research, the responses to the RFP issued during the first year of research were evaluated and a solution was selected. The selected solution, Attolist, was customized, tested, and implemented during the fall of 2009. Beginning in the winter of 2010, the solution was implemented on Iowa DOT projects. Researchers worked to assist in the training, implementation, and performance evaluation of the solution. Work will continue beyond the second year of research to implement Attolist on an additional pilot project. During this time, work will be completed to evaluate the impact of WPMS on Iowa DOT bridge projects.

Final Report (SPR Project 90-00-RB10-012) on the Maintenance Asset Management Project Phase I, 2012

This project resulted in the development of a proof of concept for a features inventory process to be used by field staff. The resulting concept is adaptable for different asset classes (e.g. culverts, guardrail) and able to leverage existing DOT resources such as the videolog and LRS and our current technology platforms including Oracle and our GIS web infrastructure. The concept examined the feasibility of newly available technologies, such as mobile devices, while balancing ease of use in the field. Implementation and deployment costs were also important considerations in evaluating the success of the project. These project funds allowed the pilot to address the needs of two DOT districts. A report of findings was prepared, including recommendations for or against full deployment of the pilot solution.

Final Report (SPR Project 90-00-RB10-012) on the Maintenance Asset Management Project Phase II, 2013

This project resulted in the development of a proof of concept for a features inventory process to be used by field staff. The resulting concept is adaptable for different asset classes (e.g. culverts, guardrail) and able to leverage existing DOT resources such as the videolog and LRS and our current technology platforms including Oracle and our GIS web infrastructure. The concept examined the feasibility of newly available technologies, such as mobile devices, while balancing ease of use in the field. Implementation and deployment costs were also important considerations in evaluating the success of the project. These project funds allowed the pilot to address the needs of two DOT districts. A report of findings was prepared, including recommendations for a full deployment of a field data collection.

Laboratory Investigation of Bridge Strip Seal Joint Termination Details, SPR RB08-014, 2016

Bridge expansion joints, if not properly designed, constructed, and maintained, often lead to the deterioration of critical substructure elements. Strip seal expansion joints consisting of a steel extrusion and neoprene gland are one type of expansion joint and are commonly used by the Iowa Department of Transportation (DOT). Strip seal expansion joints are susceptible to tears and pull outs that allow water, chlorides, and debris to infiltrate the joint, and subsequently the bearings below. One area of the strip seal that is particularly problematic is where it terminates at the interface between the deck and the barrier rail. The Iowa DOT has noted that the initial construction quality of the current strip seal termination detail is not satisfactory, nor ideal, and a need exists for re-evaluation and possibly re-design of this detail. Desirable qualities of a strip seal termination detail provide a seal that is simple and fast to construct, facilitate quick gland removal and installation, and provide a reliable, durable barrier to prevent chloride-contaminated water from reaching the substructure. To meet the objectives of this research project, several strip seal termination details were evaluated in the laboratory. Alternate termination details may not only function better than the current Iowa DOT standard, but are also less complicated to construct, facilitating better quality control. However, uncertainties still exist regarding the long-term effects of using straight-through details, with or without the dogleg, that could not be answered in the laboratory in the short time frame of the research project.

SPR: Uma nova ferramenta para biossensores

This paper reviewed the development and theoretical aspects of surface plasmon ressonance (SPR) technique and discusses this powerful sensor technology in the development of biosensors, as well as for the investigation of biological interactions and clinical assays. The SPR has been proven to be a valuable tool to investigate dynamic processes, such as adsorption, degradation, determination of dieletric properties, association/dissociation kinetics, affinity constants of specific ligand-ligate interactions, allowing real-time analysis at almost any surface. The SPR as a complementary technique alongside electrochemical methods is also presented.

Aplicações de QCM, EIS e SPR na investigação de superfícies e interfaces para o desenvolvimento de (bio)sensores

The use of the quartz crystal microbalance process, electrochemical impedance spectroscopy and surface plasmon resonance for characterizing thin films and monitoring interfaces is presented. The theorical aspects of QCM, EIS and SPR are introduced and the main application areas are outlined. Future prospects of the combined applications of QCM, EIS and SPR methods in the studies of interfacial processes at surfaces are also discussed.

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11 x 22 cm

Aspectos morfo-anatômicos e fisiológicos de Peltophorum dubium (Spr.) Taub. submetida ao alagamento e à aplicação de etrel

Visando elucidar aspectos de tolerância das plantas à hipoxia, estudaram-se os efeitos do alagamento e da aplicação de etrel em P. dubium (canafístula), num período de 70 dias. Durante o experimento foram avaliados a espessura da base do caule e a alocação de matéria seca para as raízes, caules e folhas. A inundação provocou aumento da espessura da base do caule e grande hipertrofia de lenticelas. A aplicação de etrel não induziu a formação de raízes adventícias, porém estimulou a hipertrofia de lenticelas. O alagamento e/ou aplicação de etrel afetaram significativamente o crescimento e o desenvolvimento das plantas. Este efeito foi maior nas plantas alagadas que tiveram suas lenticelas vedadas. Os resultados indicam que P. dubium pode tolerar certos períodos de inundação, possivelmente em razão das modificações morfo-anatômicas induzidas por variações nos níveis hormonais, lideradas pelo etileno.

Estabelecimento e padrões sazonais de produtividade de Kielmeyera coriacea (Spr) Mart. nos cerrados do Planalto Central: efeitos do estresse hídrico e sombreamento

Kielmeyera coriacea é uma árvore caducifólia, típica dos cerrados do Planalto Central. Neste estudo, investigou-se como as mudanças no potencial da água do solo (Ys) e a luz afetaram a produtividade e a sobrevivência de indivíduos jovens de Kielmeyera coriacea transplantados na matriz herbácea de uma vegetação do cerrado, em que os elementos arbustivos e arbóreos são esparsos (campo sujo). Indivíduos de 2 meses de idade foram transplantados na primeira metade da estação chuvosa (novembro-dezembro) de 1994. A maior parte da mortalidade dos indivíduos de Kielmeyera coriacea ocorreu nos primeiros meses após o transplante, durante a estação chuvosa. A grande maioria das plantas sobreviventes conseguiu atravessar sua primeira estação seca, mostrando que o período de estiagem não influenciou na sobrevivência das mesmas. No entanto, durante a época seca do segundo ano, 35% das plantas sobreviventes foram removidas por tatus do gênero Dasypus spp. Em meados de julho de ambos os anos, quando o Ys alcançou valores inferiores a -2,5 MPa a 5 cm e Ys < -1,0 MPa a 15 cm de profundidade, a grande maioria das plantas já havia perdido suas folhas. Algumas chegaram a perder toda a parte aérea, que rebrotou do solo nos primeiros meses chuvosos quando o Ys atinge valores próximos de zero. As plantas não mostraram grande investimento em altura, aumentando 1,5 cm em média, durante o período estudado (28 meses), e não mais de 3-4 folhas por planta foram produzidas durante a estação chuvosa de cada ano. Dados de disponibilidade de luz indicaram que plantas com folhas horizontais localizadas a 5 cm de altura teriam uma assimilação potencial de CO2 entre 26 e 40% da sua capacidade máxima durante a estação chuvosa, enquanto que a 50 cm do solo, onde não há mais sombreamento pelo estrato graminoso, chegaria a 80% do máximo. Assim sendo, nos primeiros anos de vida, a disponibilidade de água restringiria a produtividade desta espécie na seca, enquanto o sombreamento pelo estrato herbáceo limitaria a sua produtividade na época chuvosa.

Plan karta öfver de ställen i närheten af Willmanstrand, der spår förekomma efter en påbörjad genomgräfning af Saimas strand-ås, för att förena Saima med Juustila å.

Alareunassa kanavan pituus- ja korkeusmittakaavaan piirretty sivuprofiili: Profil öfver det ställe af Saima strand-ås, der spår förekomma af en äldre kanalgräfning (detta ställe benämnes: Pontuksen uusi kaiwando).