This document describes using the Gauss-Seidel method to solve a system of quadratic equations to estimate the amount of nickel in the organic phase of a liquid-liquid extraction process given experimental data. Initially, the method converges slowly with errors over 50%. Rearranging the equations to make the coefficient matrix more diagonally dominant improves convergence, with errors dropping below 5% after 6 iterations.
1. Block diagrams can be used to model both simple and complex systems, and consist of multiple blocks connected to represent the system's functioning.
2. It is often necessary to reduce block diagrams by combining or rearranging blocks for easier analysis and calculation of the transfer function.
3. Common block diagram reduction techniques include combining blocks in cascade or parallel, moving summing or pickoff points, eliminating feedback loops, and swapping summing points.
- The document discusses one-dimensional finite element analysis.
- It describes the derivation of shape functions for linear one-dimensional elements like a bar element. Shape functions define the variation of displacement within the element.
- The stiffness matrix, which represents the element's resistance to deformation, is also derived for a basic linear bar element. It is shown to be symmetric and its properties are discussed.
- Examples are provided to demonstrate calculating displacements at points within a one-dimensional element using the shape functions.
L5 determination of natural frequency & mode shapeSam Alalimi
The document summarizes several computational/numerical methods for determining natural frequencies and mode shapes of vibrating systems, including:
- Standard matrix iteration method, which involves solving the eigenvalue problem of the equation of motion.
- Rayleigh's method, which predicts the fundamental natural frequency using an energy method and the Rayleigh quotient.
- Dunkerly's method, which predicts the fundamental natural frequency based on the natural frequencies of individual components.
- Holzer's method, which determines natural frequencies and mode shapes by assuming harmonic motion and setting the equation of motion to zero at each node.
Examples are provided to demonstrate applying these methods to calculate natural frequencies and mode shapes of simple multi-degree of
The document discusses stress and strain in engineering structures. It defines load, stress, strain and different types of each. Stress is the internal resisting force per unit area within a loaded component. Strain is the ratio of dimensional change to original dimension of a loaded body. Loads can be tensile, compressive or shear. Hooke's law states stress is proportional to strain within the elastic limit. The elastic modulus defines this proportionality. A tensile test measures the stress-strain curve, identifying elastic limit and other failure points. Multi-axial stress-strain relationships follow Poisson's ratio definitions.
Solution manual fundamentals of fluid mechanics, 6th edition by munson (2009)Thắng Nguyễn
The document provides examples of dimensional analysis problems involving determining the dimensions of various physical quantities in both the FLT and MLT systems of units.
Key points:
- Dimensions are determined for quantities such as force, volume, acceleration, mass, moment of inertia, frequency, stress, strain, torque, and work.
- The dimensions of constants in homogeneous equations are analyzed to determine if equations are valid in any consistent system of units.
- Quantities are converted between SI units, English units, and CGS units.
1. Block diagrams can be used to model both simple and complex systems, and consist of multiple blocks connected to represent the system's functioning.
2. It is often necessary to reduce block diagrams by combining or rearranging blocks for easier analysis and calculation of the transfer function.
3. Common block diagram reduction techniques include combining blocks in cascade or parallel, moving summing or pickoff points, eliminating feedback loops, and swapping summing points.
- The document discusses one-dimensional finite element analysis.
- It describes the derivation of shape functions for linear one-dimensional elements like a bar element. Shape functions define the variation of displacement within the element.
- The stiffness matrix, which represents the element's resistance to deformation, is also derived for a basic linear bar element. It is shown to be symmetric and its properties are discussed.
- Examples are provided to demonstrate calculating displacements at points within a one-dimensional element using the shape functions.
L5 determination of natural frequency & mode shapeSam Alalimi
The document summarizes several computational/numerical methods for determining natural frequencies and mode shapes of vibrating systems, including:
- Standard matrix iteration method, which involves solving the eigenvalue problem of the equation of motion.
- Rayleigh's method, which predicts the fundamental natural frequency using an energy method and the Rayleigh quotient.
- Dunkerly's method, which predicts the fundamental natural frequency based on the natural frequencies of individual components.
- Holzer's method, which determines natural frequencies and mode shapes by assuming harmonic motion and setting the equation of motion to zero at each node.
Examples are provided to demonstrate applying these methods to calculate natural frequencies and mode shapes of simple multi-degree of
The document discusses stress and strain in engineering structures. It defines load, stress, strain and different types of each. Stress is the internal resisting force per unit area within a loaded component. Strain is the ratio of dimensional change to original dimension of a loaded body. Loads can be tensile, compressive or shear. Hooke's law states stress is proportional to strain within the elastic limit. The elastic modulus defines this proportionality. A tensile test measures the stress-strain curve, identifying elastic limit and other failure points. Multi-axial stress-strain relationships follow Poisson's ratio definitions.
Solution manual fundamentals of fluid mechanics, 6th edition by munson (2009)Thắng Nguyễn
The document provides examples of dimensional analysis problems involving determining the dimensions of various physical quantities in both the FLT and MLT systems of units.
Key points:
- Dimensions are determined for quantities such as force, volume, acceleration, mass, moment of inertia, frequency, stress, strain, torque, and work.
- The dimensions of constants in homogeneous equations are analyzed to determine if equations are valid in any consistent system of units.
- Quantities are converted between SI units, English units, and CGS units.
Pressure distribution along convergent- divergent NozzleSaif al-din ali
SAIF ALDIN ALI MADIN
سيف الدين علي ماضي
S96aif@gmail.com
This aim of this practical was to investigate compressible flow in a
convergent-divergent nozzle. Different flow patterns that influence
the results of the investigation are also explored. The different
pressure distributions that occur at varying lengths in the nozzle
were also recorded and analyzed
1. The document discusses various fluid flow measurement devices and their coefficients, including the coefficient of discharge, coefficient of velocity, and coefficient of contraction.
2. It also covers different flow measurement structures like orifices, weirs, and pitot tubes. It provides the theoretical equations to calculate flow based on these structures.
3. Sample problems at the end demonstrate using the equations to calculate things like flow rate, time to empty a tank, and other flow properties based on given device dimensions and flow conditions.
Solutions manual for fundamentals of aerodynamics 6th edition by andersonfivesu
This document provides excerpts from the solutions manual for Fundamentals of Aerodynamics by Anderson. It includes solutions to examples and problems from Chapter 2 regarding fluid kinematics and streamlines. Equations are derived for streamlines in various 2D potential flows, including source flow, vortex flow, and uniform flow past a wavy surface. It also analyzes forces in curved pipe flow and derives the velocity potential function.
The document defines the gamma and beta functions and provides examples of using them to evaluate integrals. The gamma function Γ(n) generalizes the factorial function to real and complex numbers. It satisfies properties like Γ(n+1)=nΓ(n). The beta function B(m,n) defines integrals over the interval [0,1]. It relates to the gamma function as B(m,n)=Γ(m)Γ(n)/Γ(m+n). Several integrals are evaluated using these functions, including changing variables to match their definitions. Proofs are also given for relationships between beta function integrals over [0,1] and [0,π/2].
1. The document discusses structures, loads, stresses, strains and material properties related to mechanics of materials.
2. It defines key terms like stress, strain, elastic modulus and explains stress-strain relationships. Common stress types like tensile, compressive, shear and their effects are described.
3. Examples of different structures like cylinders, spheres, arches, towers and bridges are provided to illustrate stress distributions and effects of loads. Material properties of common materials are also listed.
This document discusses various numerical integration techniques including Newton-Cotes formulas, the trapezoidal rule, Simpson's rules, integration with unequal segments, open integration formulas, integration of equations, and Romberg integration. The key Newton-Cotes formulas covered are the trapezoidal rule, Simpson's 1/3 rule, and Simpson's 3/8 rule. The document provides examples of applying these formulas to numerically evaluate definite integrals and calculates the associated errors. It also discusses using Richardson extrapolation, known as Romberg integration, to iteratively improve the accuracy of numerical integration compared to the standard Newton-Cotes formulas.
Jacobi Iteration Method is Used in Numerical Analysis. This slide helps you to figure out the use of the Jacobi Iteration Method to submit your presentatio9n slide for academic use.
Here are the steps to solve for the transfer function G(s) = X2(s)/F(s) for the given system:
1. Draw the free body diagrams for both masses M1 and M2 showing all the forces acting on each mass.
2. Write the Newton's second law equation for M1:
(M1s2 + f1vs + k1)X1(s) - k2(X1(s) - X2(s)) = 0
3. Write the Newton's second law equation for M2:
-k2(X1(s) - X2(s)) + (M2s2 + f2vs + k
The document discusses stress and strain in materials. It introduces the key concepts of normal stress, shear stress, bearing stress, and thermal stress. Normal stress acts perpendicular to a cross-section, shear stress acts tangentially, and bearing stress occurs at contact points. The relationships between stress, strain, elastic modulus, and Poisson's ratio are explained. Methods for calculating stress and strain in axial loading, torsion, bending and combined loading are presented through examples. The stress-strain diagram is discussed to show material properties like yield strength and ductility.
This document contains 6 exercises related to calculating the thermal efficiency of steam power plants operating on different Rankine cycle configurations including:
1) Ideal Rankine cycle
2) Ideal reheat Rankine cycle
3) Reheat Rankine cycle with specified turbine inlet/exit conditions
4) Regenerative Rankine cycle with one open feedwater heater
5) Reheat-regenerative cycle with one open feedwater heater, one closed feedwater heater, and one reheater.
The 6th exercise asks to determine the fractions of steam extracted from the turbine and the thermal efficiency for a plant operating on the reheat-regenerative cycle described in item 5 above.
This document discusses cubic spline interpolation. Cubic splines are piecewise cubic polynomials that are continuously differentiable and match function values at sample points. They provide a smooth interpolation that avoids oscillations seen in higher-degree global polynomials. The document outlines the construction of cubic spline interpolation, including determining the coefficients for each cubic polynomial piece based on function values and derivatives at nodes. An example interpolates the function f(x)=x^4 on the interval [-1,1] using cubic splines.
This document discusses base excitation in vibration analysis and provides examples. It begins by introducing base excitation as an important class of vibration analysis that involves preventing vibrations from passing through a vibrating base into a structure. Examples of base excitation include vibrations in cars, satellites, and buildings during earthquakes. The document then provides mathematical models and equations to analyze single degree of freedom base excitation systems. Graphs of transmissibility ratios are presented and examples are worked through, such as calculating car vibration amplitude at different speeds. Rotating unbalance is also covered as another source of vibration excitation.
Antenna Azimuth Position Control System using PIDController & State-Feedback ...IJECEIAES
This paper analyzed two controllers with the view to improve the overall control of an antenna azimuth position. Frequency ranges were utilized for the PID controller in the system; while Ziegler-Nichols was used to tune the PID parameter gains. A state feedback controller was formulated from the state-space equation and pole-placements were adopted to ensure the model design complied with the specifications to meet transient response. MATLAB Simulink platform was used for the system simulation. The system response for both the two controllers were analyzed and compared to ascertain the best controller with best azimuth positioning for the antenna. It was observed that state-feedback controller provided the best azimuth positioning control with a little settling time, some value of overshoot and no steady-state error is detected.
This document discusses photoelasticity, which is a stress analysis technique that uses the relative retardation between two components of light passing through a photoelastic model. Key points:
1) Photoelasticity measures the difference in refractive indices along principal stress directions in a stressed transparent model, allowing calculation of principal stresses and strains.
2) When unstressed, photoelastic models are isotropic, but stress causes temporary birefringence by changing refractive indices along stress directions.
3) Relative retardation between light components is measured using polariscopes and relates to stress difference through the stress optic law and material properties.
4) Isoclinics and isochromatics appear as loci of points with specific principal stress orientations
The document discusses sampling and the Fourier transform. It explains that sampling is the process of taking signal samples at intervals, and must be at least twice the maximum frequency to avoid aliasing. It also discusses how the Fourier transform can be used to calculate the frequency, amplitude, and phase of sampled signals to reconstruct the original signal. The Fourier transform of basic functions like 1, cosine, and exponentials are presented.
There are four main types of damping: viscous, Coulomb, material, and magnetic. Viscous damping dissipates energy through movement in a fluid medium. Coulomb damping provides a constant damping force opposite to motion caused by dry or insufficiently lubricated friction surfaces. Material or hysteresis damping results from internal friction as a material deforms. Magnetic damping converts kinetic energy to heat through eddy currents induced in a coil or plate near a magnet during oscillation.
lab report structure deflection of cantileverYASMINE HASLAN
1. This experiment examines the deflection of cantilever beams made of aluminum, brass, and steel when subjected to increasing point loads.
2. The experiment measured the actual deflection of each beam for loads from 0-500g and calculated the theoretical deflection based on the beam's material properties.
3. The results showed aluminum had the largest deflection, brass was intermediate, and steel had the smallest deflection, as expected based on their moduli of elasticity. The actual deflection was always greater than the theoretical deflection.
Fox and McDonalds Introduction to Fluid Mechanics 9th Edition Pritchard Solut...KirkMcdowells
Full download : https://alibabadownload.com/product/fox-and-mcdonalds-introduction-to-fluid-mechanics-9th-edition-pritchard-solutions-manual/ Fox and McDonalds Introduction to Fluid Mechanics 9th Edition Pritchard Solutions Manual
Components of Communication is article base on business and communication with each other, it helps to develop best communicator with audience and with others industries uses.
Steam jet ejectors provide vacuum using high-pressure steam as the motive fluid, requiring no external power source. They have no moving parts, making them reliable and easy to maintain. Ejectors work by accelerating steam through a converging-diverging nozzle, which entrains the suction fluid and recompresses it at an intermediate pressure through a diffuser. Ejectors can be single or multi-stage, with condensers used to improve efficiency, and are well-suited for applications that require vacuum where steam is readily available such as drying and distillation.
Pressure distribution along convergent- divergent NozzleSaif al-din ali
SAIF ALDIN ALI MADIN
سيف الدين علي ماضي
S96aif@gmail.com
This aim of this practical was to investigate compressible flow in a
convergent-divergent nozzle. Different flow patterns that influence
the results of the investigation are also explored. The different
pressure distributions that occur at varying lengths in the nozzle
were also recorded and analyzed
1. The document discusses various fluid flow measurement devices and their coefficients, including the coefficient of discharge, coefficient of velocity, and coefficient of contraction.
2. It also covers different flow measurement structures like orifices, weirs, and pitot tubes. It provides the theoretical equations to calculate flow based on these structures.
3. Sample problems at the end demonstrate using the equations to calculate things like flow rate, time to empty a tank, and other flow properties based on given device dimensions and flow conditions.
Solutions manual for fundamentals of aerodynamics 6th edition by andersonfivesu
This document provides excerpts from the solutions manual for Fundamentals of Aerodynamics by Anderson. It includes solutions to examples and problems from Chapter 2 regarding fluid kinematics and streamlines. Equations are derived for streamlines in various 2D potential flows, including source flow, vortex flow, and uniform flow past a wavy surface. It also analyzes forces in curved pipe flow and derives the velocity potential function.
The document defines the gamma and beta functions and provides examples of using them to evaluate integrals. The gamma function Γ(n) generalizes the factorial function to real and complex numbers. It satisfies properties like Γ(n+1)=nΓ(n). The beta function B(m,n) defines integrals over the interval [0,1]. It relates to the gamma function as B(m,n)=Γ(m)Γ(n)/Γ(m+n). Several integrals are evaluated using these functions, including changing variables to match their definitions. Proofs are also given for relationships between beta function integrals over [0,1] and [0,π/2].
1. The document discusses structures, loads, stresses, strains and material properties related to mechanics of materials.
2. It defines key terms like stress, strain, elastic modulus and explains stress-strain relationships. Common stress types like tensile, compressive, shear and their effects are described.
3. Examples of different structures like cylinders, spheres, arches, towers and bridges are provided to illustrate stress distributions and effects of loads. Material properties of common materials are also listed.
This document discusses various numerical integration techniques including Newton-Cotes formulas, the trapezoidal rule, Simpson's rules, integration with unequal segments, open integration formulas, integration of equations, and Romberg integration. The key Newton-Cotes formulas covered are the trapezoidal rule, Simpson's 1/3 rule, and Simpson's 3/8 rule. The document provides examples of applying these formulas to numerically evaluate definite integrals and calculates the associated errors. It also discusses using Richardson extrapolation, known as Romberg integration, to iteratively improve the accuracy of numerical integration compared to the standard Newton-Cotes formulas.
Jacobi Iteration Method is Used in Numerical Analysis. This slide helps you to figure out the use of the Jacobi Iteration Method to submit your presentatio9n slide for academic use.
Here are the steps to solve for the transfer function G(s) = X2(s)/F(s) for the given system:
1. Draw the free body diagrams for both masses M1 and M2 showing all the forces acting on each mass.
2. Write the Newton's second law equation for M1:
(M1s2 + f1vs + k1)X1(s) - k2(X1(s) - X2(s)) = 0
3. Write the Newton's second law equation for M2:
-k2(X1(s) - X2(s)) + (M2s2 + f2vs + k
The document discusses stress and strain in materials. It introduces the key concepts of normal stress, shear stress, bearing stress, and thermal stress. Normal stress acts perpendicular to a cross-section, shear stress acts tangentially, and bearing stress occurs at contact points. The relationships between stress, strain, elastic modulus, and Poisson's ratio are explained. Methods for calculating stress and strain in axial loading, torsion, bending and combined loading are presented through examples. The stress-strain diagram is discussed to show material properties like yield strength and ductility.
This document contains 6 exercises related to calculating the thermal efficiency of steam power plants operating on different Rankine cycle configurations including:
1) Ideal Rankine cycle
2) Ideal reheat Rankine cycle
3) Reheat Rankine cycle with specified turbine inlet/exit conditions
4) Regenerative Rankine cycle with one open feedwater heater
5) Reheat-regenerative cycle with one open feedwater heater, one closed feedwater heater, and one reheater.
The 6th exercise asks to determine the fractions of steam extracted from the turbine and the thermal efficiency for a plant operating on the reheat-regenerative cycle described in item 5 above.
This document discusses cubic spline interpolation. Cubic splines are piecewise cubic polynomials that are continuously differentiable and match function values at sample points. They provide a smooth interpolation that avoids oscillations seen in higher-degree global polynomials. The document outlines the construction of cubic spline interpolation, including determining the coefficients for each cubic polynomial piece based on function values and derivatives at nodes. An example interpolates the function f(x)=x^4 on the interval [-1,1] using cubic splines.
This document discusses base excitation in vibration analysis and provides examples. It begins by introducing base excitation as an important class of vibration analysis that involves preventing vibrations from passing through a vibrating base into a structure. Examples of base excitation include vibrations in cars, satellites, and buildings during earthquakes. The document then provides mathematical models and equations to analyze single degree of freedom base excitation systems. Graphs of transmissibility ratios are presented and examples are worked through, such as calculating car vibration amplitude at different speeds. Rotating unbalance is also covered as another source of vibration excitation.
Antenna Azimuth Position Control System using PIDController & State-Feedback ...IJECEIAES
This paper analyzed two controllers with the view to improve the overall control of an antenna azimuth position. Frequency ranges were utilized for the PID controller in the system; while Ziegler-Nichols was used to tune the PID parameter gains. A state feedback controller was formulated from the state-space equation and pole-placements were adopted to ensure the model design complied with the specifications to meet transient response. MATLAB Simulink platform was used for the system simulation. The system response for both the two controllers were analyzed and compared to ascertain the best controller with best azimuth positioning for the antenna. It was observed that state-feedback controller provided the best azimuth positioning control with a little settling time, some value of overshoot and no steady-state error is detected.
This document discusses photoelasticity, which is a stress analysis technique that uses the relative retardation between two components of light passing through a photoelastic model. Key points:
1) Photoelasticity measures the difference in refractive indices along principal stress directions in a stressed transparent model, allowing calculation of principal stresses and strains.
2) When unstressed, photoelastic models are isotropic, but stress causes temporary birefringence by changing refractive indices along stress directions.
3) Relative retardation between light components is measured using polariscopes and relates to stress difference through the stress optic law and material properties.
4) Isoclinics and isochromatics appear as loci of points with specific principal stress orientations
The document discusses sampling and the Fourier transform. It explains that sampling is the process of taking signal samples at intervals, and must be at least twice the maximum frequency to avoid aliasing. It also discusses how the Fourier transform can be used to calculate the frequency, amplitude, and phase of sampled signals to reconstruct the original signal. The Fourier transform of basic functions like 1, cosine, and exponentials are presented.
There are four main types of damping: viscous, Coulomb, material, and magnetic. Viscous damping dissipates energy through movement in a fluid medium. Coulomb damping provides a constant damping force opposite to motion caused by dry or insufficiently lubricated friction surfaces. Material or hysteresis damping results from internal friction as a material deforms. Magnetic damping converts kinetic energy to heat through eddy currents induced in a coil or plate near a magnet during oscillation.
lab report structure deflection of cantileverYASMINE HASLAN
1. This experiment examines the deflection of cantilever beams made of aluminum, brass, and steel when subjected to increasing point loads.
2. The experiment measured the actual deflection of each beam for loads from 0-500g and calculated the theoretical deflection based on the beam's material properties.
3. The results showed aluminum had the largest deflection, brass was intermediate, and steel had the smallest deflection, as expected based on their moduli of elasticity. The actual deflection was always greater than the theoretical deflection.
Fox and McDonalds Introduction to Fluid Mechanics 9th Edition Pritchard Solut...KirkMcdowells
Full download : https://alibabadownload.com/product/fox-and-mcdonalds-introduction-to-fluid-mechanics-9th-edition-pritchard-solutions-manual/ Fox and McDonalds Introduction to Fluid Mechanics 9th Edition Pritchard Solutions Manual
Components of Communication is article base on business and communication with each other, it helps to develop best communicator with audience and with others industries uses.
Steam jet ejectors provide vacuum using high-pressure steam as the motive fluid, requiring no external power source. They have no moving parts, making them reliable and easy to maintain. Ejectors work by accelerating steam through a converging-diverging nozzle, which entrains the suction fluid and recompresses it at an intermediate pressure through a diffuser. Ejectors can be single or multi-stage, with condensers used to improve efficiency, and are well-suited for applications that require vacuum where steam is readily available such as drying and distillation.
This document provides an overview of nuclear power plants. It discusses nuclear fuel, the nuclear fission process, and nuclear chain reactions. It describes the main components of a nuclear power plant including the fuel tubes, shielding, moderator, control rods, coolant, containment, steam generators, turbines, and cooling towers. It also discusses common reactor types like boiling water reactors and pressurized water reactors. Finally, it provides information on nuclear power programs worldwide and in Bangladesh specifically, as well as advantages and disadvantages of nuclear power.
The document describes a database project involving designing a database to store song data from a provided table with 1,000 songs. Key tasks include:
1. Identifying problems with the original data structure and designing a new ER diagram with entities, attributes, primary keys, and relationships.
2. Creating new tables based on the ER diagram and populating them with data from the original table.
3. Writing queries to retrieve and manipulate data, including finding popular songs, genres within time limits, albums within date ranges, and averages.
4. Creating a view and indexes to optimize query performance and securing the database with users and permissions.
This document provides 3 pairs of functions for reading and writing files in C: fputc is equivalent to fputs for writing, fgetc is equivalent to fread for reading single characters, and fread can be used like fgetc for reading.
Las margaritas se asocian con la inocencia, pureza y amor. Tradicionalmente, las doncellas lucían margaritas blancas en el cabello como símbolo de inocencia juvenil. Existe una leyenda sobre una margarita orgullosa cuya madre propuso un juego de deshojarla preguntando "¿Me quiere? ¿No me quiere?" hasta que murió de pena. Las margaritas también tienen significados asociados a sus colores como fidelidad (azul) o alegría (multicolor).
Aquí encontraremos los planes que la universidad san mateo tiene para sus aspirantes o estudiantes que se encuentran con falencias o estudiantes con altas probabilidades de posponer su semestre.
Robert B. LePera has over 30 years of experience in sales, marketing, and management roles in industrial pump and mixing equipment companies. He has a track record of growing businesses through strategic planning, developing new products and markets, reorganizing sales channels, and negotiating large contracts. LePera is now looking to utilize his leadership and commercialization skills to further his career and personal growth.
The document is a resume for Babajide T. Babatunde who has over 10 years of experience providing go-live support and training for EMR implementations of Epic and Cerner systems. He has worked at several hospitals assisting physicians, nurses and other medical staff with computerized provider order entry, documentation, laboratory modules, and other clinical workflows. His education includes an MBA and MS in Management Information Systems from Texas universities.
El alcohol ha existido desde los orígenes de la civilización, con evidencia de su consumo en Mesopotamia en el 2700 a.C. y en China alrededor del 7000 a.C. Se obtiene principalmente por fermentación de azúcares en frutas o granos y se utiliza comúnmente como desinfectante y en medicamentos, bebidas y cosméticos. El consumo excesivo de alcohol puede tener consecuencias negativas para la salud como aumento del riesgo de enfermedades cardíacas e hígado, así como efect
This document provides a summary of Maruthi Prasad's professional experience and qualifications. He has over 4 years of experience in business intelligence and data warehousing using tools like Power BI, SSRS, SSIS, and SSAS. He has expertise in requirements gathering, ETL processes, dimensional modeling, report and dashboard design, and publishing reports to Power BI services. Maruthi holds a Bachelor's degree in Technology and has worked on projects in various domains for companies like Tata Consultancy Services, EXL Services, and FIS Global Business Solutions.
The document outlines the capabilities of a glass manufacturing company, including high resolution digitally printed glass, decorative laminating, backpainting, sandblasting, bending of architectural glass, and UV bonding. It provides details on high resolution digitally printed glass and decorative laminating, with brief mentions of backpainting, bending, and UV bonding.
El documento describe una práctica de aula basada en el aprendizaje por retos. Los estudiantes trabajan colaborativamente para resolver retos reales con la guía de los profesores. A través de este enfoque, los estudiantes desarrollan conocimientos profundos sobre un tema, habilidades de pensamiento crítico y resolución de problemas. La práctica implica varias etapas como exploración, profundización y evaluación para ayudar a los estudiantes a resolver el reto planteado.
pressure drop calculation in sieve plate distillation columnAli Shaan Ghumman
This document provides a multi-part assignment problem involving distillation column design and analysis. In part 1, the document summarizes the calculation of the number of theoretical plates and feed location for a binary distillation column separating benzene and toluene using the McCabe-Thiele method. The summary finds that the column requires 7 plates with the feed on plate 4. Part 2 involves using the Fenske equation to determine the minimum number of plates and minimum reflux ratio for a pentane-hexane separation. The summary states that the minimum number of plates is 4 and the minimum reflux ratio is 0.9024. Part 3 involves calculations to determine the allowable vapor velocity, column diameter, pressure drop per plate
Isentropic Blow-Down Process and Discharge CoefficientSteven Cooke
The document describes an experiment to study the transient discharge of a pressurized tank through orifices of varying diameters, as well as a long tube, and compare the actual blowdown processes to an ideal isentropic process. An MKS pressure transducer and T-type thermocouple were calibrated. Pressure and temperature data were recorded during blowdown for each orifice/tube. The actual temperature decayed much more than the calculated isentropic temperature due to heat transfer. Discharge coefficients were calculated and ranged from 0.59 to 0.71, decreasing with smaller orifices/tubes due to friction.
1) The document discusses the processes involved in a Carnot cycle for an ideal gas, including isothermal expansion and compression and adiabatic processes.
2) It examines the efficiencies of Carnot engines and refrigerators, noting that engines are more efficient when the temperature difference is large, while refrigerators are more efficient when the temperature difference is small.
3) It then shows how assuming the heat engine statement of the second law is false would allow using a refrigerator to violate the refrigerator statement of the second law by creating a perpetual motion machine.
The document provides solutions to several exercises related to slurry transport. For Exercise 4.1, the solution analyzes shear stress and shear rate data for a phosphate slurry and determines it follows a power-law relationship with a flow index of 0.15 and consistency index of 23.4 Ns0.15/m2. Exercise 4.2 verifies an equation for pressure drop in pipe flow of a power-law fluid. Exercise 4.3 similarly verifies an equation incorporating a yield stress. Subsequent exercises provide solutions for pressure drop, slurry concentration, and rheological properties calculations using data given.
The document provides information about air standard cycles. It discusses the Otto cycle and Diesel cycle, which are the ideal cycles for spark-ignition and compression-ignition engines respectively. The Otto cycle consists of isentropic compression, constant volume heat addition, isentropic expansion, and constant volume heat rejection. The thermal efficiency of the Otto cycle is calculated using the temperature ratios. The Diesel cycle consists of isentropic compression until the cut-off ratio, constant pressure heat addition, isentropic expansion, and isentropic compression. An example calculation is provided to illustrate determining various parameters of the Otto cycle.
This document describes CFAST modeling of a fire that occurred in 5 apartments of similar geometry but with varying ventilation conditions and fuel loads. Input files were created for each apartment in CFAST to model the fire. The time to flashover was calculated for each apartment based on the critical heat release rate and upper layer temperature equations. The sprinkler activation times from the CFAST simulations are also reported. The goal of the modeling was to investigate how the different conditions in each apartment affected fire growth and sprinkler response.
This document discusses the first law of thermodynamics for closed systems. It defines the first law as the law of conservation of energy, where energy can be transformed but not created or destroyed within a closed system. The energy balance equation for closed systems is presented, accounting for heat, work, internal energy, kinetic energy and potential energy. Several examples are worked through applying the first law to calculate changes in internal energy, heat transfer and entropy change for closed thermodynamic processes.
Arizona State University Department of Physics PHY 132 –.docxjustine1simpson78276
Arizona State University
Department of Physics
PHY 132 – University Physics Lab II – Section #: 30531
TA – Alan Moran
Lab 3
Capacitors
Submitted by:
Charles Foxworthy
6 April 2015
Abstract: This lab focuses on experimenting with parallel plate capacitors. The first part of the
lab uses a test set up that allows the user to vary the surface area and the separation of plates in
a capacitor. When the plate was its smallest (100mm2) and furthest apart (10.0mm) it yielded its
lowest capacitance (0.04 pF). The first experiment demonstrated that insertion of a dielectric
increases capacitance, using a constant sized capacitor of 250mm2, with a constant separation of
7mm a dielectric was inserted and capacitance increase to 5 times its original value to 0.79pF.
Then a new dielectric was inserted and slow removed and the capacitance decreased as
expected.
Part 2 and 3 of the experiment focused on parallel and series circuits with only switches and
capacitors. The first experiment was parallel capacitors and it demonstrated that charge was
conserved and that it was additive when capacitors are parallel. Part 3 had a capacitor in
parallel with other capacitors in series. It demonstrated that charge is constant among
capacitors that are in series, and reiterated that charge is additive when capacitors are parallel.
Both experiments had an initial charge of 0.9 and that charge stayed constant throughout the
experiments.
When it was all done the theoretical values matched the experimental values and all the
experiments were successful, and the hypotheses were proven.
Objectives: 2
Procedure: ...................................................................................................................................... 3
Experimental Data: ....................................................................................................................... 15
Results: .......................................................................................................................................... 17
Discussion and Analysis: .............................................................................................................. 19
Conclusion: ................................................................................................................................... 20
1
Objective:
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(𝐓𝐋𝐄 𝟏𝟎𝟎) (𝐋𝐞𝐬𝐬𝐨𝐧 𝟏)-𝐏𝐫𝐞𝐥𝐢𝐦𝐬
𝐃𝐢𝐬𝐜𝐮𝐬𝐬 𝐭𝐡𝐞 𝐄𝐏𝐏 𝐂𝐮𝐫𝐫𝐢𝐜𝐮𝐥𝐮𝐦 𝐢𝐧 𝐭𝐡𝐞 𝐏𝐡𝐢𝐥𝐢𝐩𝐩𝐢𝐧𝐞𝐬:
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1. 1
Example 1
A liquid-liquid extraction process conducted in the Electrochemical Materials
Laboratory involved the extraction of nickel from the aqueous phase into an
organic phase. A typical set of experimental data from the laboratory is given
below.
NI AQUEOUS PHASE,
lga 2 2.5 3
NI ORGANIC PHASE,
lgg 8.57 10 12
ASSUMING
g IS THE AMOUNT OF NI IN THE ORGANIC PHASE AND a IS THE AMOUNT OF NI IN THE AQUEOUS
PHASE, THE QUADRATIC INTERPOLANT THAT ESTIMATES
g IS GIVEN BY
32,32
2
1 axaxaxg
THE SOLUTION FOR THE UNKNOWNS 1x , 2x , AND 3x
IS GIVEN BY
12
10
57.8
139
15.225.6
124
3
2
1
x
x
x
FIND THE VALUES OF 1x , 2x , AND 3x
USING THE GAUSS-SEIDEL METHOD. ESTIMATE THE AMOUNT OF
NICKEL IN THE ORGANIC PHASE WHEN 2.3 G/L IS IN THE AQUEOUS PHASE USING QUADRATIC INTERPOLATION.
USE
1
1
1
3
2
1
x
x
x
AS THE INITIAL GUESS AND CONDUCT TWO ITERATIONS.
Solution:-
REWRITING THE EQUATIONS GIVES
4
257.8 32
1
xx
x
5.2
25.610 31
2
xx
x
1
3912 21
3
xx
x
ITERATION #1
GIVEN THE INITIAL GUESS OF THE SOLUTION VECTOR AS
2. 2
1
1
1
3
2
1
x
x
x
WE GET
4
11257.8
1
x
3925.1
5.2
13925.125.610
2
x
11875.0
1
11875.033925.1912
3
x
88875.0
THE ABSOLUTE RELATIVE APPROXIMATE ERROR FOR EACH ix
THEN IS
100
3925.1
13925.1
1
a
%187.28
100
11875.0
111875.0
2
a
%11.742
100
88875.0
188875.0
3
a
%52.212
AT THE END OF THE FIRST ITERATION, THE ESTIMATE OF THE SOLUTION VECTOR IS
88875.0
11875.0
3925.1
3
2
1
x
x
x
AND THE MAXIMUM ABSOLUTE RELATIVE APPROXIMATE ERROR IS %11.742 .
ITERATION #2
THE ESTIMATE OF THE SOLUTION VECTOR AT THE END OF ITERATION #1 IS
88875.0
11875.0
3925.1
3
2
1
x
x
x
NOW WE GET
4
)88875.0(11875.0257.8
1
x
3053.2
5.2
88875.03053.225.610
2
x
4078.1
3. 3
1
4078.133053.2912
3
x
5245.4
THE ABSOLUTE RELATIVE APPROXIMATE ERROR FOR EACH ix
THEN IS
100
3053.2
3925.13053.2
1
a
%596.39
100
4078.1
11875.04078.1
2
a
%44.108
100
5245.4
)88875.0(5245.4
3
a
%357.80
AT THE END OF THE SECOND ITERATION, THE ESTIMATE OF THE SOLUTION VECTOR IS
5245.4
4078.1
3053.2
3
2
1
x
x
x
AND THE MAXIMUM ABSOLUTE RELATIVE APPROXIMATE ERROR IS %44.108 .
CONDUCTING MORE ITERATIONS GIVES THE FOLLOWING VALUES FOR THE SOLUTION VECTOR AND THE
CORRESPONDING ABSOLUTE RELATIVE APPROXIMATE ERRORS.
ITERATION
1x %1a 2x %2a 3x %3a
1
2
3
4
5
6
1.3925
2.3053
3.9775
7.0584
12.752
23.291
28.1867
39.5960
42.041
43.649
44.649
45.249
0.11875
–1.4078
–4.1340
–9.0877
–18.175
–34.930
742.1053
108.4353
65.946
54.510
49.999
47.967
–0.88875
–4.5245
–11.396
–24.262
–48.243
–92.827
212.52
80.357
60.296
53.032
49.708
48.030
AFTER SIX ITERATIONS, THE ABSOLUTE RELATIVE APPROXIMATE ERRORS ARE NOT DECREASING MUCH. IN
FACT, CONDUCTING MORE ITERATIONS REVEALS THAT THE ABSOLUTE RELATIVE APPROXIMATE ERROR
CONVERGES TO A VALUE OF %070.46 FOR ALL THREE VALUES WITH THE SOLUTION VECTOR DIVERGING
FROM THE EXACT SOLUTION DRASTICALLY.
ITERATION 1x %1a 2x %2a 3x %3a
32 8
101428.2 0703.46 8
103920.3 0703.46 8
101095.9 0703.46
THE EXACT SOLUTION VECTOR IS
55.8
27.2
14.1
3
2
1
x
x
x
4. 4
TO CORRECT THIS, THE COEFFICIENT MATRIX NEEDS TO BE MORE DIAGONALLY DOMINANT. TO ACHIEVE A
MORE DIAGONALLY DOMINANT COEFFICIENT MATRIX, REARRANGE THE SYSTEM OF EQUATIONS BY
EXCHANGING EQUATIONS ONE AND THREE.
57.8
10
12
124
15.225.6
139
3
2
1
x
x
x
ITERATION #1
GIVEN THE INITIAL GUESS OF THE SOLUTION VECTOR AS
1
1
1
3
2
1
x
x
x
WE GET
9
11312
1
x
88889.0
5.2
188889.025.610
2
x
3778.1
1
3778.1288889.0457.8
3
x
2589.2
THE ABSOLUTE RELATIVE APPROXIMATE ERROR FOR EACH ix
THEN IS
100
88889.0
188889.0
1
a
%5.12
100
3778.1
13778.1
2
a
%419.27
100
2589.2
12589.2
3
a
%730.55
AT THE END OF THE FIRST ITERATION, THE ESTIMATE OF THE SOLUTION VECTOR IS
2589.2
3778.1
88889.0
3
2
1
x
x
x
and the maximum absolute relative approximate error is %730.55 .
ITERATION #2
THE ESTIMATE OF THE SOLUTION VECTOR AT THE END OF ITERATION #1 IS
5. 5
2589.2
3778.1
88889.0
3
2
1
x
x
x
NOW WE GET
9
2589.213778.1312
1
x
62309.0
5.2
2589.2162309.025.610
2
x
5387.1
1
5387.1262309.0457.8
3
x
0002.3
THE ABSOLUTE RELATIVE APPROXIMATE ERROR FOR EACH ix
THEN IS
100
62309.0
88889.062309.0
1
a
%659.42
100
5387.1
3778.15387.1
2
a
%460.10
100
0002.3
2589.20002.3
3
a
%709.24
AT THE END OF THE SECOND ITERATION, THE ESTIMATE OF THE SOLUTION IS
0002.3
5387.1
62309.0
3
2
1
x
x
x
AND THE MAXIMUM ABSOLUTE RELATIVE APPROXIMATE ERROR IS %659.42 .
CONDUCTING MORE ITERATIONS GIVES THE FOLLOWING VALUES FOR THE SOLUTION VECTOR AND THE
CORRESPONDING ABSOLUTE RELATIVE APPROXIMATE ERRORS.
ITERATION 1x %1a 2x %2a 3x %3a
1
2
3
4
5
6
0.88889
0.62309
0.48707
0.42178
0.39494
0.38890
12.5
42.659
27.926
15.479
6.7960
1.5521
1.3778
1.5387
1.5822
1.5627
1.5096
1.4393
27.419
10.456
2.7506
1.2537
3.5131
4.8828
2.2589
3.0002
3.4572
3.7576
3.9710
4.1357
55.730
24.709
13.220
7.9928
5.3747
3.9826
6. 6
AFTER SIX ITERATIONS, THE ABSOLUTE RELATIVE APPROXIMATE ERRORS SEEM TO BE DECREASING.
CONDUCTING MORE ITERATIONS ALLOWS THE ABSOLUTE RELATIVE APPROXIMATE ERROR DECREASE TO AN
ACCEPTABLE LEVEL.
ITERATION 1x %1a 2x %2a 3x %3a
199
200
1.1335
1.1337
0.014412
0.014056
–2.2389
–2.2397
0.034871
0.034005
8.5139
8.5148
0.010666
0.010403
THIS IS CLOSE TO THE EXACT SOLUTION VECTOR OF
55.8
27.2
14.1
3
2
1
x
x
x
THE POLYNOMIAL THAT PASSES THROUGH THE THREE DATA POINTS IS THEN
32
2
1 xaxaxag
5148.82397.21337.1
2
aa
WHERE
g IS THE AMOUNT OF NICKEL IN THE ORGANIC PHASE AND a IS THE AMOUNT OF NICKEL IN THE
AQUEOUS PHASE.
WHEN
l3.2 g IS IN THE AQUEOUS PHASE, USING QUADRATIC INTERPOLATION, THE ESTIMATED AMOUNT OF
NICKEL IN THE ORGANIC PHASE IS
5148.83.22397.23.21337.13.2
2
g
lg3608.9
7. 7
Example 2
A trunnion has to be cooled before it is shrink fitted into a steel hub.
Figure 1 Trunnion to be slid through the hub after contracting
.
The equation that gives the temperature fT
to which the trunnion has to be cooled
to obtain the desired contraction is given by
01088318.01074363.01038292.01050598.0)( 2427310
TTTTf ffff
Use
the bisection method of finding roots of equations to find the temperature fT
to
which the trunnion has to be cooled. Conduct three iterations to estimate the root
of the above equation. Find the absolute relative approximate error at the end of
each iteration and the number of significant digits at least correct at the end of
each iteration.
Solution:-
FROM THE DESIGNER’S RECORDS FOR THE PREVIOUS BRIDGE, THE TEMPERATURE TO WHICH THE TRUNNION
WAS COOLED WAS
F108 . HENCE ASSUMING THE TEMPERATURE TO BE BETWEEN
F100 AND
F150 , WE HAVE
F150, fT
,
F100, ufT
CHECK IF THE FUNCTION CHANGES SIGN BETWEEN
,fT
AND
ufT ,
.
24
27310
,
1088318.0)150(1074363.0
)150(1038292.0)150(1050598.0
150
fTf f
3
102903.1
24
27310
,
1088318.0)100(1074363.0
)100(1038292.0)100(1050598.0
)100(
fTf uf
8. 8
3
108290.1
HENCE
0108290.1102903.1100150 33
,,
ffTfTf uff
SO THERE IS AT LEAST ONE ROOT BETWEEN ,fT
AND ufT ,
THAT IS BETWEEN
150 AND
100 .
ITERATION 1
THE ESTIMATE OF THE ROOT IS
2
,,
,
uff
mf
TT
T
2
)100(150
125
24
27310
,
1088318.0)125(1074363.0
)125(1038292.0)125(1050598.0
125
fTf mf
4
102.3356
0103356.2102903.1125150 43
,,
ffTfTf mff
HENCE THE ROOT IS BRACKETED BETWEEN
,fT
AND
mfT ,
, THAT IS, BETWEEN
150 AND
125 .
SO, THE LOWER AND UPPER LIMITS OF THE NEW BRACKET ARE
125,150 ,, uff TT
AT THIS POINT, THE ABSOLUTE RELATIVE APPROXIMATE ERROR a
CANNOT BE CALCULATED, AS WE DO NOT
HAVE A PREVIOUS APPROXIMATION.
ITERATION 2
THE ESTIMATE OF THE ROOT IS
2
,,
,
uff
mf
TT
T
2
125150
5.137
1088318.0)5.137(1074363.0
)5.137(1038292.0)5.137(1050598.0
5.137
24
27310
,
fTf mf
4
105.3762=
0103356.2103762.51255.137 44
,,
ffTfTf ufmf
HENCE, THE ROOT IS BRACKETED BETWEEN
mfT ,
AND
ufT ,
, THAT IS, BETWEEN 125 AND 5.137 .
SO THE LOWER AND UPPER LIMITS OF THE NEW BRACKET ARE
125,5.137 ,, uff TT
THE ABSOLUTE RELATIVE APPROXIMATE ERROR a
AT THE END OF ITERATION 2 IS
9. 9
100new
,
old
,
new
,
mf
mfmf
a
T
TT
100
5.137
)125(5.137
%0909.9
NONE OF THE SIGNIFICANT DIGITS ARE AT LEAST CORRECT IN THE ESTIMATED ROOT OF
5.137, mfT
AS THE ABSOLUTE RELATIVE APPROXIMATE ERROR IS GREATER THAT %5 .
ITERATION 3
THE ESTIMATE OF THE ROOT IS
2
,,
,
uff
mf
TT
T
2
)125(5.137
25.131
1088318.0)25.131(1074363.0
)25.131(1038292.0)25.131(1050598.0
25.131
24
27310
,
fTf mf
4
101.54303=
0105430.1103356.225.131125 44
,,
ffTfTf mff
HENCE, THE ROOT IS BRACKETED BETWEEN
,fT
AND
mfT ,
, THAT IS, BETWEEN 125 AND 25.131 .
SO THE LOWER AND UPPER LIMITS OF THE NEW BRACKET ARE
125,25.131 ,, uff TT
THE ABSOLUTE RELATIVE APPROXIMATE ERROR a
AT THE ENDS OF ITERATION 3 IS
100new
,
old
,
new
,
mf
mfmf
a
T
TT
100
25.131
)5.137(25.131
%7619.4
THE NUMBER OF SIGNIFICANT DIGITS AT LEAST CORRECT IS 1.
SEVEN MORE ITERATIONS WERE CONDUCTED AND THESE ITERATIONS ARE SHOWN IN THE TABLE 1 BELOW.
TABLE 1 ROOT OF
0xf AS FUNCTION OF NUMBER OF ITERATIONS FOR BISECTION METHOD.
10. 10
ITERATION
,fT ufT , mfT ,
%a mfTf ,
1
2
3
4
5
6
7
8
9
10
−150
−150
−137.5
−131.25
−131.25
−129.69
−128.91
−128.91
−128.91
−128.81
−100
−125
−125
−125
−128.13
−123.13
−123.13
−128.52
−128.71
−128.71
−125
−137.5
−131.25
−128.13
−129.69
−128.91
−128.52
−128.71
−128.81
−128.76
---------
9.0909
4.7619
2.4390
1.2048
0.60606
0.30395
0.15175
0.075815
0.037922
4
102.3356
4
105.3762
4
101.5430
5
103.9065
5
105.7760
6
109.3826
5
101.4838
6
102.7228
6
103.3305
7
103.0396
AT THE END OF THE
th
10 ITERATION,
%037922.0a
HENCE, THE NUMBER OF SIGNIFICANT DIGITS AT LEAST CORRECT IS GIVEN BY THE LARGEST VALUE OF m FOR
WHICH
m
a
2
105.0
m
2
105.0037922.0
m
2
10075844.0
m 2075844.0log
1201.3075844.0log2 m
SO
3m
THE NUMBER OF SIGNIFICANT DIGITS AT LEAST CORRECT IN THE ESTIMATED ROOT OF 76.128 IS 3.
11. 11
Example 3
A SOLID STEEL SHAFT AT ROOM TEMPERATURE OF C27 o
IS NEEDED TO BE
CONTRACTED SO THAT IT CAN BE SHRUNK-FIT INTO A HOLLOW HUB. IT IS PLACED
IN A REFRIGERATED CHAMBER THAT IS MAINTAINED AT C33 o
. THE RATE OF
CHANGE OF TEMPERATURE OF THE SOLID SHAFT IS GIVEN BY
33
588510425
103511033210693
10335 2
233546
6
θ
.θ.
θ.θ.θ.
.
dt
dθ
C27 0θ
USING EULER’S METHOD, FIND THE TEMPERATURE OF THE STEEL SHAFT AFTER
86400 SECONDS. TAKE A STEP SIZE OF 43200h SECONDS.
Solution:-
33
588510425
103511033210693
10335 2
233546
6
θ
.θ.
θ.θ.θ.
.
dt
dθ
33
588510425
103511033210693
10335, 2
233546
6
θ
.θ.
θ.θ.θ.
.θtf
THE EULER’S METHOD REDUCES TO
htf iiii ,1
FOR 0i ,
00 t
,
270
htf 0001 ,
4320027,027 f
432003327
588.5271042.5271035.1
271033.2271069.3
1033.527
223
3546
6
432000.002089327
C258.63
1 IS THE APPROXIMATE TEMPERATURE AT
httt 01 432000 s43200
C258.6343200 1
FOR 1i ,
432001 t ,
582.631
htf 1112 ,
43200258.63,43200258.63 f
12. 12
4320033258.63
588.5258.631042.5
258.631035.1
258.631033.2258.631069.3
1033.5258.63
2
23
3546
6
432000.0092607258.63
C32.463
2 IS THE APPROXIMATE TEMPERATURE AT
httt 12 4320043200 s86400
C32.46386400 2
FIGURE 1 COMPARES THE EXACT SOLUTION WITH THE NUMERICAL SOLUTION FROM EULER’S METHOD FOR
THE STEP SIZE OF 43200h .
FIGURE 1 COMPARING EXACT AND EULER’S METHOD.
THE PROBLEM WAS SOLVED AGAIN USING SMALLER STEP SIZES. THE RESULTS ARE GIVEN BELOW IN
TABLE 1.
TABLE 1 TEMPERATURE AT 86400 SECONDS AS A FUNCTIO N OF STEP SIZE, h .
STEP
SIZE, h 86400 tE %|| t
86400
43200
21600
10800
5400
127.42
437.22
3.4421
1.6962
0.85870
488.21
1675.2
13.189
6.4988
3.2902
FIGURE 2 SHOWS HOW THETEMPERATURE VARIES AS A FUNCTION OF TIME FOR DIFFERENT STEP SIZES.
13. 13
FIGURE 2 COMPARISON OF EULER’S METHOD WITH EXACT SOLUTION
FOR DIFFERENT STEP SIZES.
WHILE THE VALUES OF THE CALCULATED TEMPERATURE AT
s86400t AS A FUNCTION OF STEP SIZE
ARE plotted in Figure 3.
FIGURE 3 EFFECT OF STEP SIZE IN EULER’S METHOD.
THE SOLUTION TO THIS NONLINEAR EQUATION AT
s86400t IS
C099.26)86400(
14. 14
Example 4
A solid steel shaft at room temperature of C27 o
is needed to be contracted so that
it can be shrunk-fit into a hollow hub. It is placed in a refrigerated chamber that is
maintained at C33 o
. The rate of change of temperature of the solid shaft is
given by
33
588510425
103511033210693
10335 2
233546
6
θ
.θ.
θ.θ.θ.
.
dt
dθ
C27 0θ
Using Euler’s method, find the temperature of the steel shaft after 86400 seconds.
Take a step size of 43200h seconds.
Solution:-
33
588510425
103511033210693
10335 2
233546
6
θ
.θ.
θ.θ.θ.
.
dt
dθ
33
588510425
103511033210693
10335, 2
233546
6
θ
.θ.
θ.θ.θ.
.θtf
THE EULER’S METHOD REDUCES TO
htf iiii ,1
FOR 0i ,
00 t
,
270
htf 0001 ,
4320027,027 f
432003327
588.5271042.5271035.1
271033.2271069.3
1033.527
223
3546
6
432000.002089327
C258.63
1 IS THE APPROXIMATE TEMPERATURE AT
httt 01 432000 s43200
C258.6343200 1
FOR 1i ,
432001 t ,
582.631
htf 1112 ,
43200258.63,43200258.63 f
15. 15
4320033258.63
588.5258.631042.5
258.631035.1
258.631033.2258.631069.3
1033.5258.63
2
23
3546
6
432000.0092607258.63
C32.463
2 IS THE APPROXIMATE TEMPERATURE AT
httt 12 4320043200 s86400
C32.46386400 2
FIGURE 1 COMPARES THE EXACT SOLUTION WITH THE NUMERICAL SOLUTION FROM EULER’S METHOD FOR
THE STEP SIZE OF 43200h .
Figure 1 Comparing exact and Euler’s method.
THE PROBLEM WAS SOLVED AGAIN USING SMALLER STEP SIZES. THE RESULTS ARE GIVEN BELOW IN
TABLE 1.
TABLE 1 TEMPERATURE AT 86400 SECONDS AS A FUNCTIO N OF STEP SIZE, h .
STEP
SIZE, h 86400 tE %|| t
86400
43200
21600
10800
5400
127.42
437.22
3.4421
1.6962
0.85870
488.21
1675.2
13.189
6.4988
3.2902
FIGURE 2 SHOWS HOW THETEMPERATURE VARIES AS A FUNCTION OF TIME FOR DIFFERENT STEP SIZES.
16. 16
FIGURE 2 COMPARISON OF EULER’S METHOD WITH EXACT SOLUTION FOR DIFFERENT STEP
SIZES.
WHILE THE VALUES OF THE CALCULATED TEMPERATURE AT
s86400t AS A FUNCTION OF STEP SIZE
ARE PLOTTED IN FIGURE 3.
FIGURE 3 EFFECT OF STEP SIZE IN EULER’S METHOD.
THE SOLUTION TO THIS NONLINEAR EQUATION AT
s86400t IS
C099.26)86400(