Dissertations / Theses on the topic 'Orthogonal coordinates'
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PIRES, LUIS FERNANDO GONCALVES. "A NUMERICAL METHOD FOR SOLVING FLOWS USING COVARIANT COMPONENTS IN NON-ORTHOGONAL COORDINATES." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 1994. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=18621@1.
Full textCONSELHO NACIONAL DE DESENVOLVIMENTO CIENTÍFICO E TECNOLÓGICO
O trabalho desenvolveu uma metodologia de solução numérica de escoamentos em geometrias complexas, numa formulação incompressível e bi-dimensional. As equações de conservação são discretizas com o emprego da técnica de volumes finitos em coordenadas não ortogonais. Esta técnica mapeia o espaço real num espaço transformado, no qual as fronteiras do domínio de cálculo coincidem com as fronteiras do domínio físico. Os componentes contravariantes da velocidade foram empregados como variáveis dependentes nas equações de conservação de quantidade de movimento. Estas equações foram obtidas em coordenadas não ortogonais pela manipulação algébrica das equações discretizadas para os componentes cartesianos. Este procedimento, que emprega um sistema de coordenadas auxiliar fixo localmente, evita o surgimento dos diversos termos oriundos da curvutura e da não ortogonalidade da malha, que seriam obtidos caso fosse empregada a análise tensorial para a derivação destas equações. O ocoplamento pressão-velocidade é feito utilizando SIMPLEC. O conjunto de equações algébricas resultante é resolvido por um esquema de solução segregado, no qual é empregado um esquema de solução linha-a-a linha(TDMA), com um processo de correção por blocos para acelerar a convergência. A metodologia desenvolvida foi utilizada para solução de diversos problemas visando analisar o seu desempenho. Foram estudados os seguintes casos-escoamento laminar entre dois cilindros, convecção natural entre dois cilidros excêntricos, escoamento induzido numa cavidade trapezoidal pelo movimento de suas bases, escoamento laminar num canal, escoamento axi-simétrico num duto com estrangulamento.Tendo em vista os bons resultados obtidos para testes, pode-se concluir que as opções realizadas para a confeção do esquema desenvolvido foram corretas, pois geraram um algoritimo efeciente e versátil.
A solution method for bi-dimensional incompressibible fluid flow problems in complex geometrics is developed in this work. The method solves the conservation equations in nonorthogonal coordinate system using the finite volumes technique. The contravariant velocities are kept as dependent variables in the momentum equations. These equations are obtained by an algebric manipulation of the discretization equations written in locally fixed coordinate system. This producedure avoids the treatment of the extra terms if the discretization equations for the curvilinear velocities are obtained in the conventional manner. The coupling of pressure and velocities are performed by the SIMPLEC algorithm. The set of algebric equations are solved using an iterative method in conjunction with coefficient update for linerization. In the computer implementation of the proposed scheme a line-by-line algorithm (TDMA) has been employed with a block corretion procedure to enhance the convergence. The method is tested by solving a variety of problems. The problems include-flow between two concentric rotating cylinders, natural convection in an eccentric annuli, driven flow in a trapezoidal cavity with moving lids, laminar flow in a channel, exismetric flow in duct with reduced cross section and laminar and turbulent flow through a tube with an axisimetric constriction. The objetive of these tests is to establish the validity of the proposed scheme and demonstrate its applicability to a wide variety of problems.
Turner, David Andrew. "The approximation of Cartesian coordinate data by parametric orthogonal distance regression." Thesis, University of Huddersfield, 1999. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.323778.
Full textFARIAS, Vera Solange de Oliveira. "Difusão 3d em sólidos com forma arbitrária Usando coordenadas generalizadas." Universidade Federal de Campina Grande, 2011. http://dspace.sti.ufcg.edu.br:8080/jspui/handle/riufcg/264.
Full textMade available in DSpace on 2018-02-07T13:41:46Z (GMT). No. of bitstreams: 1 VERA SOLANGE DE OLIVEIRA FARIAS – TESE PPGEP 2011.pdf: 7179434 bytes, checksum: 4a30c9a95f4a089e00fa550fbf1b42b8 (MD5) Previous issue date: 2011-04-29
CNPq
Este trabalho apresenta a solução numérica da equação de difusão tridimensional em regime transiente, para um domínio arbitrário. Para atingir os objetivos, a equação de difusão foi discretizada usando coordenadas generalizadas via método dos volumes finitos com uma formulação totalmente implícita, para condições de contorno de equilíbrio e convectiva. Para cada passo no tempo, o sistema de equações obtido para uma dada malha estruturada foi resolvido pelo método de Gauss-Seidel. O código computacional foi desenvolvido em FORTRAN, usando o estúdio CVF 6.6.0, na plataforma Windows Vista. A solução proposta foi validada usando soluções analíticas e numéricas da equação de difusão para várias geometrias, permitindo validar malhas ortogonais e não-ortogonais. A análise e comparação dos resultados mostraram que a solução proposta forneceu resultados coerentes para todos os casos investigados. O código computacional desenvolvido foi aplicado na simulação, a partir de dados experimentais da secagem de telhas cerâmicas para as seguintes condições experimentais: temperaturas de 55,6 °C, 69,7 °C, 82,7 °C e 98,6 °C e teor de umidade inicial variando de 0,2345 até 0,2405 (b.s.). A simulação tornou possível determinar o coeficiente de difusão efetivo em função da razão de umidade e da temperatura do ar de secagem e também o valor do coeficiente de transferência convectivo de massa correspondente para cada temperatura.
This work presents a three-dimensional numerical solution for the diffusion equation in transient state, in an arbitrary domain. The diffusion equation was discretized using the finite volume method with a fully implicit formulation and generalized coordinates, for the equilibrium and convective boundary condition. For each time step, the system of equations obtained for a given structured mesh was solved by the Gauss-Seidel method. A computational code in FORTRAN, using the CFV 6.6.0 Studio, in a Windows Vista platform was developed. The proposed solution was validated by analytical and numerical solutions of the diffusion equation for several geometries. The geometries tested enabled to validate both orthogonal and non-orthogonal meshes. The analysis and comparison of the results showed that the proposed solution provides correct results for all cases investigated. The developed computational code was applied in the simulation, using experimental data of the drying of ceramic roof tiles, for the following experimental conditions: temperature from 55.6; 69.7; 82.7; 72.8 and 98.7 °C, initial moisture content from 0.2345 up to 0.2405 (d.b.). The simulation makes it possible to determine an expression for the diffusion coefficient as a function of the moisture content and temperature of the drying air, and also the value of the convective mass transfer coefficient corresponding to each temperature.
Smith, M. A. "Simulating multiplicative neural processes in non-orthogonal coordinate systems, a three-dimensional tensor model of the VOR." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp04/mq22877.pdf.
Full textPearson, Richard Vincent. "Simulation of shallow water hydrodynamics and species transport using elliptically generated non-orthogonal boundary-fitted coordinate systems." Thesis, University of Salford, 1996. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.308220.
Full textElkourdi, Mohamed. "Machine Learning, Game Theory Algorithms, and Medium Access Protocols for 5G and Internet-of-Thing (IoT) Networks." Scholar Commons, 2019. https://scholarcommons.usf.edu/etd/7782.
Full textBrum, Fabiano Becker. "APLICAÇÃO DA TRANSFORMAÇÃO ORTOGONAL NO GEORREFERENCIAMENTO COM DIVISÃO DE ÁREA." Universidade Federal de Santa Maria, 2008. http://repositorio.ufsm.br/handle/1/9525.
Full textThe Geodesy methods and equipments progress brings with himself the growing need on geodetic surveys. Thereby, it is possible to make compatible any surveys with no extension boundary like from plane models and with no points overlap. These surveys are usually from geodetic satellites for that specific purpose. However, there are cases under precision restriction by nature of these systems, as well as physical conditions lack and equipments deficiency disables such operations. Thus, it becomes necessary to take place surveys from a topographical origin to a geocentric origin. To other cases, it is not enough just to know the geodetic coordinates but it is necessary to know its equivalent ones in the topographical plan, mostly to section and calculus of areas besides point locations. In these cases a solution of great use is the transformation of the geocentric coordinates to the UTM Projection plane cartographic coordinates, usually being ignored the deformations. Therefore it is a mistaken solution. Among the appropriate solutions to transform coordinates between surfaces from a topographical origin to a geocentric origin it is the Orthogonal Transformation. This method is more concise than the traditional Puissant´s methodology and to make possible the conversion of topographical coordinateds to geocentric coordinates and vice-versa. In this work the precision of Orthogonal Transformation method was compared initially with the Puissant´s method. Also were compared the differences among areas calculated from the UTM cartographic plan coordinates and topographical coordinates, besides having established the position discrepancy among boundary points calculated in a certain plan and implanted in other one without the true conversions. The results shows that the Orthogonal Transformation method precision is equivalent to Puissant´s method for observed ranges. It was possible to note that the values to areas calculated from coordinates related to models or different surfaces presents discrepancy. The areas section and estimation from the UTM cartographic projection plane coordinates, even with scale factor and elevation corrections, has been different to the area from the local topographical plan, although it was similar when under corrections. Points from section of geodetic areas can not to have implant in the topographical plane under use of UTM cartographic projection plane coordinates due to the position difference between it and the topographical coordinates. The more appropriate solution, due to good precision and easiness to section and estimate geodetic areas from geocentric coordinates, is the change to topographical ones using the Orthogonal Transformation. The Orthogonal Transformation of Coordinates is a practice and quick solution to make geodetic points from topographical surveys as well as to plot geodetic points in the topographical plan, and it is possible to implement it in the Electronic Total Stations in a easy way.
O avanço da geodésia, em seus métodos e equipamentos traz consigo a crescente necessidade da realização de levantamentos georreferenciados. Assim é possível compatibilizar vários levantamentos sem limites de extensão impostos pelo modelo plano e sem a sobreposição de pontos. Estes levantamentos geralmente são executados pelo rastreio de satélites que operam para este fim. Contudo, em certos casos as limitações de precisão e acurácia impostos pelos princípios destes sistemas, bem como a falta de condições físicas e deficiência de equipamentos impossibilita tal operação. Torna-se necessário então realizar levantamentos com a origem topocêntrica e transforma-la em geocêntrica. Em outros casos, não basta conhecer somente as coordenadas georreferenciadas, sendo necessário conhecer suas equivalentes no plano topográfico, principalmente para calcular e dividir áreas e implantar pontos no plano local. Nestes casos uma solução de grande utilização é transformação das coordenadas elipsoidicas geocêntricas em coordenadas planas associadas ao plano da Projeção Cartográfica UTM, geralmente ignorando-se as deformações, portanto consistindo em uma solução equivocada. Entre as soluções adequadas para a conversão de coordenadas de uma superfície para outra quando a origem dos sistemas difere entre topocêntrica e geocêntrica é a Transformação Ortogonal. Este método, além de ser mais sucinto que a metodologia de Puissant tradicionalmente utilizada permite a conversão tanto de coordenadas topocêntricas em geocêntricas bem como o inverso. Neste trabalho inicialmente se comparou a precisão do método da Transformação Ortogonal com o método de Puissant. Também foram comparadas as diferenças entre áreas calculadas apartir de coordenadas no plano cartográfico UTM e coordenadas topocêntricas, além de estabelecida a diferença de posição entre pontos de divisa calculados em um plano e implantados em outro sem as devidas conversões. O resultados obtidos demonstraram que a precisão do método de Transformação Ortogonal nas distancias observadas equivale com a metodologia de Puissant. Foi possível observar que os valores referentes a áreas quando calculadas em relação a coordenadas associadas a modelos ou superfícies diferentes apresentam variação. O cálculo e divisão de áreas utilizando coordenadas planas no plano da projeção cartográfica UTM, mesmo com correções de fator de escala e elevação diferiu da área no plano topográfico local, embora tenha se aproximado quando efetuadas correções. Pontos de divisão de áreas georreferenciadas não devem ser implantados no plano topográfico local utilizando-se coordenadas planas no plano da projeção cartográfica UTM, pois existe diferença de posição entre estas e as coordenadas topográficas. A solução mais adequada pela precisão e facilidade para cálculo e divisão de áreas georreferenciadas a partir de coordenadas geocêntricas é a conversão destas para topocêntricas pela transformação ortogonal de coordenadas. A transformação ortogonal de coordenadas constitui-se de uma solução prática e rápida tanto para o georreferenciamento de pontos oriundos de levantamentos topográficos, bem como para implantação de pontos georreferenciados no plano topográfico local, podendo ser inclusive facilmente implementado em estações totais topográficas.
Chiang, Chen Kun, and 蔣震坤. "Computations of transonic flow with pressure-correction method and collocated non-orthogonal coordinates." Thesis, 1996. http://ndltd.ncl.edu.tw/handle/71908179084123621085.
Full textCochran, Caroline. "THE EQUIVALENCE PROBLEM FOR ORTHOGONALLY SEPARABLE WEBS ON SPACES OF CONSTANT CURVATURE." 2011. http://hdl.handle.net/10222/14191.
Full textChao, Yi-Chuan, and 趙翊荃. "Power Allocation for Non-orthogonal Precoded Coordinated Multi-point Systems." Thesis, 2017. http://ndltd.ncl.edu.tw/handle/e4rtgg.
Full text國立交通大學
電控工程研究所
106
We propose a mixed precoding strategy for CoMP systems, which allows that the orthogonal Block Diagonalization (BD) and the non-orthogonal Maximum Ratio Transmission (MRT) techniques can be simultaneously used for reducing network backhaul loading. We formulated the issues into two optimization problems. Namely, 1) minimizing the backhaul loading under a minimum target rate constraint and 2) maximizing the sum rate under a minimum target rate constraint. We derive closed-form solutions for these two problems and verify them by the Matlab CVX tool box. The de- rived closed-form solutions can signicantly reduce the computational time compared to the CVX. Simulation results show that the proposed precoding schemes can signicantly reduce the backhaul loading and outperform con- ventional schemes in terms of outage probability in achieving the minimum rate constraint.
Ku, Chia-An, and 顧家安. "Non-Orthogonal Multiple Access in Downlink and Uplink Coordinated Multipoint Networks." Thesis, 2018. http://ndltd.ncl.edu.tw/handle/a8tw25.
Full text國立臺灣大學
電信工程學研究所
106
Non-orthogonal multiple access (NOMA) can be effectively integrated in coordinated multipoint (CoMP) mobile networks to enhance transmission performance and spectral efficiency at cell boundaries. In this paper, a strong-channel-selection NOMA (SC-NOMA) scheme is proposed to achieve better throughput than joint-reception NOMA (JR-NOMA) scheme for uplink CoMP networks and comparable throughput than joint-transmission NOMA (JT-NOMA) scheme for downlink CoMP networks. Hybrid JT+SC-NOMA scheme that combines strong-channel-selection and joint-transmission strategies is also proposed to provide prevailing throughput for downlink CoMP networks. Moreover, the α-fairness JT-NOMA scheme and the product-rate-based NOMA (PR-based NOMA) schemes are demonstrated to provide comparable system throughput to the sum-rate-based NOMA schemes while yielding better user fairness.
Shi, Lanjie, and 石蘭潔. "Coordinated Beamforming and Power Allocation for Multicell Non-Orthogonal Multiple Access Systems." Thesis, 2017. http://ndltd.ncl.edu.tw/handle/zrxaer.
Full text國立清華大學
通訊工程研究所
105
In this work, coordinated beamforming and power allocation schemes are proposed for multicell downlink non-orthogonal multiple access (NOMA) systems. Beamforming is adopted at the base-station to mitigate both intercell and intracell interference whereas power-domain multiplexing between a pair of users is considered in each spatial dimension. Given the beamforming, intra-pair power allocation is first determined by maximizing the weighted sum rate under worst-case interference. Then, two coordinated beamforming schemes that take into consideration the effect of power-domain multiplexing are proposed, namely, the coordinated scheduling with pair-wise zero-forcing (CSPZF) and the maximum pair-wise signal-to-leakage-plus-noise ratio (PSLNR) beamforming schemes. CSPZF beamforming utilizes the available spatial degrees of freedom at each base-station to separate signals intended for intracell user pairs as well as to eliminate strong out-of-cell interference. PSLNR beamforming, on the other hand, enhances the signal intended for each user pair while suppressing its leakage towards other users (including those in other cells). For each scheme, the coordinated user schedule of multicell is proposed to maximize the weighted sum rate. CSPZF is shown to outperform PSLNR beamforming in the high SNR region where the performance is interference-limited and, vice versa. The effectiveness of our proposed schemes are demonstrated via simulations.
Kun-ZhangLin and 林昆漳. "Coordinated Multipoint Heterogeneous Networks Utilizes Non-Orthogonal Multiple Access to Optimize System Throughput." Thesis, 2018. http://ndltd.ncl.edu.tw/handle/8qyta4.
Full textLi-ChengTsai and 蔡立誠. "Research of Fairness in Coordinated Multipoint Heterogeneous Networks with Non-Orthogonal Multiple Access." Thesis, 2019. http://ndltd.ncl.edu.tw/handle/y4py8s.
Full text國立成功大學
電腦與通信工程研究所
107
In this study ,we investigates a power allocation problem for maximizing the minimum achievable users’ throughput in downlink coordinated multipoint(CoMP) with non-orthogonal multiple access (NOMA) using successive interference cancellation (SIC).First, non-orthogonal multiple access (NOMA) is one of the promising candidates in 5G system. NOMA offer a set of benefits, including great channel gain and spectrum efficiency. Second, we combine CoMP in able to enhance the quality of service for the Cell edge user in Heterogeneous Network. The original mathematical model of the network is a nonlinear programming problem. Converting the original model into a mixed integer linear programming problem with piecewise-RLT and mathematical approximate skills of the logarithmic term. Finally, using C++ combined with CPLEX to simulate, get the best solution of the whole model.
Peng, Yen Chun, and 彭彥鈞. "Efficient Resource Allocation for Non-Orthogonal Multiple Access in Downlink Coordinated Multi-point Systems." Thesis, 2015. http://ndltd.ncl.edu.tw/handle/90697851350057308168.
Full text國立清華大學
資訊工程學系
103
The downlink non-orthogonal multiple access (NOMA) with successive interference cancellation (SIC) improves both the system throughput and cell edge user equipments (UEs) throughput. However, there are constraints on position and transmit power of UEs in NOMA. The base stations (BSs) transmit signals to the UE nearby and the UE far away with lower power and higher power, respectively. Without the constraint, we propose a probability model to derive the exactly throughput of UEs in NOMA. Moreover, the concept of the NOMA can combine with that of coordinated multipoint (CoMP). The associated BSs transmit signals to the UEs near themselves while also transmit signal to a cell-edge UE between two cells; with that it can improve the system throughput. We also propose a probability model for NOMA+CoMP. Based on the probability model, we propose an efficient resource allocation algorithm whose objective function is to maximize the number of satisfied UEs. The simulation results show that the proposed algorithm outperforms the compared algorithm in number of the satisfied UEs.
Yi-ChunChen and 陳益鈞. "Optimization of Sum-throughput for Non-orthogonal Multiple Access in Coordinated Multipoint Heterogeneous Networks." Thesis, 2019. http://ndltd.ncl.edu.tw/handle/75cmw6.
Full textWen-HawChen and 陳文浩. "Improving the energy efficiency of non-orthogonal multiple access by coordinated multi-point heterogeneous networks." Thesis, 2019. http://ndltd.ncl.edu.tw/handle/6qhecn.
Full textHuang, Zhi Xuan, and 黃志軒. "Resource Allocation for Non-Orthogonal Multiple Access in Mobile Networks with Coordinated Multi-Point Support." Thesis, 2016. http://ndltd.ncl.edu.tw/handle/35383633203414626184.
Full text國立清華大學
資訊工程學系
104
Fourth-generation mobile networks such as LTE and LTE-advanced [1], which are based on orthogonal frequency division multiple access (OFDMA), can only serve one user equipment (UE) at a time with a resource block (RB). In this thesis, we study non-orthogonal multiple access (NOMA), a multiple access technique that can serve two or more UEs at a time with a RB in order to increase overall performance. We consider the resource allocation problem in the case with heterogeneous RBs. Moreover, we combine NOMA with Coordinated Multi-Point (CoMP) [2] for edge UEs. We propose two resource allocation algorithms, which are called MaxWeightMatching NOMA (MEM NOMA) and MaxIndependentSet NOMA (MIS NOMA). The objective is to maximize the number of satisfied UEs. The simulation results show that the proposed algorithms have better performance, compared with other resource allocation algorithms.
洪聖翔. "Simulation of Curved Channel Flow Using a Semi-3D Model with Orthogonal Curvilinear Coordinate System." Thesis, 2011. http://ndltd.ncl.edu.tw/handle/50479920689753021103.
Full text國立交通大學
土木工程學系
99
This study develops a semi-3D model based on a vertical-horizontal splitting (VHS) method to analyze the flow in open-channel bends. In horizontal, the surface elevation and depth-averaged velocity components are computed by 2D depth-averaged model. In vertical, assume the 3D velocity profile of Navier-Stokes equations is equal to the depth-averaged velocity plus the deviation of velocity profile, and then the vertical governing equations can be derived by subtracting the 2D depth-averaged equations to the 3D Navier-Stokes equations. In order to fit the complex geometry in both side wall and bed slope of channel, the orthogonal curvilinear coordinate system is used in horizontal gird, and sigma coordinate system is used in vertical grid. As for the numerical solution procedure, the two-step split-operator approach, which includes dispersion process (advection and diffusion terms) and propagation process (bed shear stress and pressure terms), is adopted to solve the 2D depth-averaged flow equations to improve the application flexibility. Implicit difference methods are adopted to relax the time step restriction allowing large time steps. Finally, three sets of experimental data including mildly curved, sharply curved and meandering channel are used to demonstrate the capability and accuracy of the semi-3D model, and the results of 2D depth-averaged model are also compared. The simulation results of semi-3D model show well agreement with experimental data considering different curved channels, bend lengths, secondary current and transverse mixing conditions.