In-shoe plantar pressures and ground reaction forces during overweight adults' overground walking

Purpose: Because walking is highly recommended for prevention and treatment of obesity and some of its biomechanical aspects are not clearly understood for overweight people, we compared the absolute and normalized ground reaction forces (GRF), plantar pressures, and temporal parameters of normal-weight and overweight participants during overground walking. Method: A force plate and an in-shoe pressure system were used to record GRF, plantar pressures (foot divided in 10 regions), and temporal parameters of 17 overweight adults and 17 gender-matched normal-weight adults while walking. Results: With high effect sizes, the overweight participants showed higher absolute medial-lateral and vertical GRF and pressure peaks in the central rearfoot, lateral midfoot, and lateral and central forefoot. However, analyzing normalized (scaled to body weight) data, the overweight participants showed lower vertical and anterior-posterior GRF and lower pressure peaks in the medial rearfoot and hallux, but the lateral forefoot peaks continued to be greater compared with normal-weight participants. Time of occurrence of medial-lateral GRF and pressure peaks in the midfoot occurred later in overweight individuals. Conclusions: The overweight participants adapted their gait pattern to minimize the consequences of the higher vertical and propulsive GRF in their musculoskeletal system. However, they were not able to improve their balance as indicated by medial-lateral GRF. The overweight participants showed higher absolute pressure peaks in 4 out of 10 foot regions. Furthermore, the normalized data suggest that the lateral forefoot in overweight adults was loaded more than the proportion of their extra weight, while the hallux and medial rearfoot were seemingly protected.

Criação de Manual de Procedimentos para Gestão de Risco de dispositivos médicos de uma Unidade de Saúde

A melhoria progressiva na prestação de cuidados de saúde que se verifica nos dias de hoje, deve-se maioritariamente ao desenvolvimento de novas tecnologias médicas, que se traduzem na criação de inovadores dispositivos médicos, cujo fim é auxiliar no diagnóstico, prevenção e tratamento de doenças, melhorando assim as condições de trabalho e os cuidados oferecidos aos pacientes. No entanto estas melhorias apenas são vantajosas quando as novas tecnologias são utilizadas de forma segura, o que leva a uma preocupação crescente com a segurança dos profissionais de saúde e dos pacientes em ambiente hospitalar. Como forma de reduzir e controlar os riscos existentes, as unidades de saúde introduziram mecanismos de gestão que permitem o conhecimento das fontes de risco e respetivos mecanismos de ação. A presente dissertação de mestrado apresenta uma proposta de modelo de Manual de Procedimentos para Gestão de Risco de Dispositivos Médicos, aplicável a todos os dispositivos médicos existentes nas Unidades de Saúde. Para a criação deste manual, foram utilizados por meio de adaptação, as etapas da gestão de risco definidas na Norma ISO 14971:2007 em conjunto com o método de gestão de risco utilizado pela Unidade Local de Saúde de Matosinhos O desenvolvimento deste manual de procedimentos permitirá a esta unidade de saúde, a aquisição e fornecimento de informações úteis na tomada de decisão sobre os procedimentos de controlo de risco de dispositivos médicos, com o objetivo de manter o risco destes dispositivos dentro dos níveis previamente estabelecidos e auxiliar a tomada de decisão de programas de manutenção preventiva e de aquisição de dispositivos médicos.

Project, modelling and simulation of air stripping columns for the treatment of groundwater contaminated with volatile organic compounds

Volatile organic compounds are a common source of groundwater contamination that can be easily removed by air stripping in columns with random packing and using a counter-current flow between the phases. This work proposes a new methodology for the column design for any particular type of packing and contaminant avoiding the necessity of a pre-defined diameter used in the classical approach. It also renders unnecessary the employment of the graphical Eckert generalized correlation for pressure drop estimates. The hydraulic features are previously chosen as a project criterion and only afterwards the mass transfer phenomena are incorporated, in opposition to conventional approach. The design procedure was translated into a convenient algorithm using C++ as programming language. A column was built in order to test the models used either in the design or in the simulation of the column performance. The experiments were fulfilled using a solution of chloroform in distilled water. Another model was built to simulate the operational performance of the column, both in steady state and in transient conditions. It consists in a system of two partial non linear differential equations (distributed parameters). Nevertheless, when flows are steady, the system became linear, although there is not an evident solution in analytical terms. In steady state the resulting system of ODE can be solved, allowing for the calculation of the concentration profile in both phases inside the column. In transient state the system of PDE was numerically solved by finite differences, after a previous linearization.