Confined-unconfined flow in a horizontal confined aquifer

Mixed confined and unconfined groundwater flow occurs in a bounded initially dry aquifer when the hydraulic head at the side boundary suddenly rises above the elevation of the aquifer's top boundary. The flow problem as modelled by the Boussinesq equation is non-trivial because of the involvement of two moving boundaries. The transformed equation (based on a similarity transformation) can, however, be dealt with more easily. Here, we present an approximate analytical solution for this flow problem. The approximate solution is compared with an 'exact' numerical solution and found to be a very accurate description for describing the mixed confined and unconfined flow in the confined aquifer. (C) 2002 Elsevier Science B.V. All rights reserved.

Horizontal transmission of Shiga toxin-producing Escherichia coli within groups of dairy calves

To examine the dissemination of Shiga-toxigenic Escherichia coli (STEC) within cattle groups, dairy calves on two farms utilizing different calf-rearing practices were exposed to a traceable STEC strain. Test strain dissemination differed significantly between farms, with a higher prevalence being associated with group penning. Pen floors and calf hides may be the main environmental mechanisms of transmission. Dairy calf husbandry represents a control point for reducing on-farm STEC prevalence.

Applying discrete element modelling to vertical and horizontal shaft impact crushers

The PFC3D (particle flow code) that models the movement and interaction of particles by the DEM techniques was employed to simulate the particle movement and to calculate the velocity and energy distribution of collision in two types of impact crusher: the Canica vertical shaft crusher and the BJD horizontal shaft swing hammer mill. The distribution of collision energies was then converted into a product size distribution for a particular ore type using JKMRC impact breakage test data. Experimental data of the Canica VSI crusher treating quarry and the BJD hammer mill treating coal were used to verify the DEM simulation results. Upon the DEM procedures being validated, a detailed simulation study was conducted to investigate the effects of the machine design and operational conditions on velocity and energy distributions of collision inside the milling chamber and on the particle breakage behaviour. (C) 2003 Elsevier Ltd. All rights reserved.

Horizontal rotating cylinder - A compact apparatus for studying the effect of water wetting on carbon dioxide corrosion of mild steel

Water wetting is a crucial issue in carbon dioxide (CO.) corrosion of multiphase flow pipelines made from mild steel. This study demonstrates the use of a novel benchtop apparatus, a horizontal rotating cylinder, to study the effect of water wetting on CO2 corrosion of mild steel in two-phase flow. The setup is similar to a standard rotating cylinder except for its horizontal orientation and the presence of two phases-typically water and oil. The apparatus has been tested by using mass-transfer measurements and CO2 corrosion measurements in single-phase water flow. CO2 corrosion measurements were subsequently performed using a water/hexane mixture with water cuts varying between 5% and 50%. While the metal surface was primarily hydrophilic under stagnant. conditions, a variety of dynamic water wetting situations was encountered as the water cut and fluid velocity were altered. Threshold velocities were identified at various water cuts when the surface became oil-wet and corrosion stopped.

Coopera????o Horizontal em Terra Linda: mito ou aposta?

Nas ??ltimas d??cadas o protagonismo do Brasil na arena pol??tica internacional tem se tornado mais evidente. O Pa??s tem atuado no sentido de promover a coopera????o para o desenvolvimento de v??rios pa??ses com problemas bastante complexos, buscando por meio de a????es de longo prazo alterar estruturas sociais e econ??micas. O estudo de caso apresenta o sum??rio de um diagn??stico realizado por um consultor contratado pelo governo fict??cio de Terra Linda, a fim de auxiliar a elabora????o de projeto de coopera????o horizontal a ser desenvolvido com Brasil. Embora se trate de um pa??s imagin??rio, o Estudo de Caso ?? baseado em dados reais e visa estimular o debate sobre qual o melhor modo de gerir uma parceria entre Estados-na????es, quais as ??reas priorit??rias a serem atendidas, qual a melhor forma de utilizar os recursos, bem como qual o papel de cada ator envolvido

O desafio horizontal: minist??rios setoriais, ??rg??os centrais e lideran??a

Este estudo avalia pr??ticas e estruturas horizontais desenvolvidas ao longo da d??cada de 90 no governo do Canad??, os resultados dessas pr??ticas e a sua efic??cia em rela????o aos resultados desejados com base em quatro estudos de caso

A política externa do Brasil no século XXI: os eixos combinados de cooperação horizontal e vertical

Avaliando a primeira década do século XXI, a política externa do Brasil tem passado por uma evolução significativa caracterizada por uma posição internacional e projeção de poder assertiva, dinamizando parcerias estratégicas com países desenvolvidos e emergentes. O objetivo deste artigo é analisar as prioridades desta agenda e os potenciais relacionados a estes esforços de cooperação bi e multilateral horizontal e vertical.

Cooperação horizontal Sul-Sul: arranjos de concertação política entre a Índia, o Brasil e a África do Sul

Este trabalho busca examinar o desempenho político da concertação internacional entre a Índia, o Brasil e a África do Sul a partir do comportamento das políticas externas dos países concertados. A hipótese é de que o desempenho político eficiente de uma concertação internacional entre Estados Intermediários depende de políticas externas assertivas e alinhadas na busca por atingir as preferências (metas institucionais) de sua concertação, dimensionadas aqui para avaliação no âmbito de instituições internacionais como a Organização das Nações Unidas e a Organização Mundial do Comércio.

Reservatório de pressão horizontal para transporte de mercadorias perigosas

O presente trabalho consiste na análise estática e dinâmica de um reservatório de pressão horizontal aplicado ao transporte de mercadorias perigosas por estrada (Cisterna). Inicialmente fez-se um enquadramento do tema e relatou-se os resultados das pesquisas bibliográficas. De seguida, procedeu-se a uma análise estática, onde se definiu a mercadoria a transportar, a capacidade da cisterna, dimensões, tipo de topo e de secção, material de construção, pressões, temperaturas e calculou-se a espessura e tensões. Posteriormente, efectuou-se uma análise dinâmica simplificada. Por fim, reuniu-se os resultados, comparando-os e retirando conclusões. Os conteúdos aqui expostos são uma abordagem teórica e não um projecto, onde apenas se fez recurso a estudos analíticos e computacionais deixando de parte qualquer investigação experimental, não podendo existir responsabilidade pela aplicação prática destes conteúdos sem recurso a estudos mais profundos.

Determination of stresses around a cylindrical single pile caused by horizontal movements of soils with the finitive element method

This study was carried out with the aim of modeling in 2D, in plain strain, the movement of a soft cohesive soil around a pile, in order to enable the determination of stresses resulting along the pile, per unit length. The problem in study fits into the large deformations problem and can be due to landslide, be close of depth excavations, to be near of zones where big loads are applied in the soil, etc. In this study is used an constitutive Elasto-Plastic model with the failure criterion of Mohr-Coulomb to model the soil behavior. The analysis is developed considering the soil in undrained conditions. To the modeling is used the finite element program PLAXIS, which use the Updated Lagrangian - Finite Element Method (UL-FEM). In this work, special attention is given to the soil-pile interaction, where is presented with some detail the formulation of the interface elements and some studies for a better understand of his behavior. It is developed a 2-D model that simulates the effect of depth allowing the study of his influence in the stress distribution around the pile. The results obtained give an important base about how behaves the movement of the soil around a pile, about how work the finite element program PLAXIS and how is the stress distribution around the pile. The analysis demonstrate that the soil-structure interaction modeled with the UL-FEM and interface elements is more appropriate to small deformations problems.

Adhesively-bonded repair proposal for wood members damaged by horizontal shear using carbon-epoxy patches

In this work, a repair technique with adhesively bonded carbon-epoxy patches is proposed for wood members damaged by horizontal shear and under bending loads. This damage is characterized by horizontal crack growth near the neutral plane of the wood beam, normally originating from checks and shakes. The repair consists of adhesively bonded carbon-epoxy patches on the vertical side faces of the beam at the cracked region to block sliding between the beam arms. An experimental and numerical parametric analysis was performed on the patch length. The numerical analysis used the finite element method (FEM) and cohesive zone models (CZMs), with an inverse modelling technique for the characterization of the adhesive layer. Trapezoidal cohesive laws in each pure mode were used to account for the ductility of the adhesive used. To fully reproduce the tests, horizontal damage propagation within the wood beam was also simulated. A good correlation with the experiments was found. Regarding the effectiveness of the repair, for the conditions selected for this work, a full strength recovery was achieved for the bigger value of patch length tested.

Experimental dam-break waves profile analysis: horizontal mobile bed

River Flow, Vol. 2

Maximum level and time to peak of dam-break waves on mobile horizontal bed

Journal of Hydraulic Engineering, Vol. 135, No. 11, November 1, 2009

Experimental infection and horizontal transmission of Bartonella henselae in domestic cats

In order to study B. henselae transmission among cats, five young cats were kept in confinement for two years, one of them being inoculated by SC route with B. henselae (10(5) UFC). Only occasional contact among cats occurred but the presence of fleas was observed in all animals throughout the period. Blood culture for isolation of bacteria, PCR-HSP and FTSZ (gender specific), and BH-PCR (species-specific), as well as indirect immunofluorescence method for anti-B. henselae antibodies were performed to confirm the infection of the inoculated cat as well as the other naive cats. Considering the inoculated animal, B. henselae was first isolated by blood culture two months after inoculation, bacteremia last for four months, the specific antibodies being detected by IFI during the entire period. All contacting animals presented with bacteremia 6 months after experimental inoculation but IFI did not detect seroconversion in these animals. All the isolates from these cats were characterized as Bartonella (HSP and FTSZ-PCR), henselae (BH-PCR). However, DNA of B. henselae could not be amplified directly from peripheral blood by the PCR protocols used. Isolation of bacteria by blood culture was the most efficient method to diagnose infection compared to PCR or IFI. The role of fleas in the epidemiology of B. henselae infection in cats is discussed.