This document summarizes an experiment where a water jet was directed at different targets and the resulting force was measured. Three targets were tested at five flow rates using two nozzle diameters, for a total of 18 data points. A theoretical model for the water jet/target system was developed using momentum and energy equations and compared to experimental results. The model was refined to better match the 30-45% differences between theoretical and measured forces by accounting for factors like the Coanda effect and flow assumptions.
Similitude and Dimensional Analysis -Hydraulics engineering Civil Zone
This document discusses similitude and dimensional analysis for model testing in hydraulic engineering. It introduces key concepts like similitude, prototype, model, geometric similarity, kinematic similarity, dynamic similarity, dimensionless numbers, and model laws. Reynolds model law is described in detail, which states that the Reynolds number must be equal between the model and prototype for problems dominated by viscous forces, such as pipe flow. An example problem demonstrates how to calculate the velocity and flow rate in a hydraulic model based on given prototype parameters and Reynolds model law.
This document discusses dimensional analysis and dimensionless numbers that are important in fluid mechanics. It defines Reynolds number, Froude number, Euler number, Weber number, and Mach number. It explains how dimensional analysis can help reduce the number of variables in experimental investigations. It also discusses similitude and the different types of model testing including undistorted and distorted models. The key uses and advantages of model testing are outlined.
This document provides an introduction to fluid mechanics fundamentals, including:
- The four primary dimensions in fluid mechanics are mass, length, time, and force. All other variables can be expressed in terms of these.
- Liquids can be treated as incompressible for most fluid mechanics problems since pressure changes are typically not large enough to cause changes in density.
- Viscosity describes a fluid's resistance to shear forces or layer sliding, and can result in either laminar (smooth) flow or turbulent (chaotic) flow.
The document describes four methods for estimating Vs(30), the average shear wave velocity to a depth of 30 meters, from shallow velocity models that do not extend to 30 meters. The simplest method assumes the lowest measured velocity extends to 30 meters, likely underestimating Vs(30). Two improved methods use correlations between shallow velocities and Vs(30) from boreholes extending past 30 meters. A third statistical method accounts for the general increase of velocity with depth. Evaluation of the methods using 135 California boreholes found errors of less than 10% for models extending to at least 25 meters, with correlation methods performing best on average but the simplest method providing a more conservative site classification.
This example uses Buckingham's Pi theorem to relate the time taken (T) for a car to travel a distance (D) at a velocity (V). There are 3 variables (T, D, V) and 2 fundamental units (time, length), so there is 1 dimensionless parameter. Applying the theorem, it is shown that the time taken is equal to the distance divided by the velocity. So if a car travels 200 km at 100 km/hr, the time taken is 200/100 = 2 hours.
This document discusses two-dimensional ideal fluid flow. It begins by defining an ideal fluid as having no viscosity, compressibility, or surface tension. The continuity equation is then derived, stating that the net flow out of a control volume must equal the change in mass within the volume. Euler's equations are also derived, forming a set of partial differential equations that can be solved to determine pressure and velocity fields. Bernoulli's equation is obtained by integrating the Euler equations, relating total pressure, velocity, and elevation. The concepts of rotational and irrotational flow are introduced, with irrotational flow defined as having zero rotation of any fluid element.
HOW TO PREDICT HEAT AND MASS TRANSFER FROM FLUID FRICTIONbalupost
In this paper, the „Generalized Lévêque Equation (GLE)“, which allows to calculate heat or mass transfer coefficients – or the corresponding Nusselt and Sherwood numbers – from frictional pressure drop or friction forces in place of the flow rates or Reynolds numbers is used in external flow situations, such as a single sphere or a single cylinder in cross flow.
Similitude and Dimensional Analysis -Hydraulics engineering Civil Zone
This document discusses similitude and dimensional analysis for model testing in hydraulic engineering. It introduces key concepts like similitude, prototype, model, geometric similarity, kinematic similarity, dynamic similarity, dimensionless numbers, and model laws. Reynolds model law is described in detail, which states that the Reynolds number must be equal between the model and prototype for problems dominated by viscous forces, such as pipe flow. An example problem demonstrates how to calculate the velocity and flow rate in a hydraulic model based on given prototype parameters and Reynolds model law.
This document discusses dimensional analysis and dimensionless numbers that are important in fluid mechanics. It defines Reynolds number, Froude number, Euler number, Weber number, and Mach number. It explains how dimensional analysis can help reduce the number of variables in experimental investigations. It also discusses similitude and the different types of model testing including undistorted and distorted models. The key uses and advantages of model testing are outlined.
This document provides an introduction to fluid mechanics fundamentals, including:
- The four primary dimensions in fluid mechanics are mass, length, time, and force. All other variables can be expressed in terms of these.
- Liquids can be treated as incompressible for most fluid mechanics problems since pressure changes are typically not large enough to cause changes in density.
- Viscosity describes a fluid's resistance to shear forces or layer sliding, and can result in either laminar (smooth) flow or turbulent (chaotic) flow.
The document describes four methods for estimating Vs(30), the average shear wave velocity to a depth of 30 meters, from shallow velocity models that do not extend to 30 meters. The simplest method assumes the lowest measured velocity extends to 30 meters, likely underestimating Vs(30). Two improved methods use correlations between shallow velocities and Vs(30) from boreholes extending past 30 meters. A third statistical method accounts for the general increase of velocity with depth. Evaluation of the methods using 135 California boreholes found errors of less than 10% for models extending to at least 25 meters, with correlation methods performing best on average but the simplest method providing a more conservative site classification.
This example uses Buckingham's Pi theorem to relate the time taken (T) for a car to travel a distance (D) at a velocity (V). There are 3 variables (T, D, V) and 2 fundamental units (time, length), so there is 1 dimensionless parameter. Applying the theorem, it is shown that the time taken is equal to the distance divided by the velocity. So if a car travels 200 km at 100 km/hr, the time taken is 200/100 = 2 hours.
This document discusses two-dimensional ideal fluid flow. It begins by defining an ideal fluid as having no viscosity, compressibility, or surface tension. The continuity equation is then derived, stating that the net flow out of a control volume must equal the change in mass within the volume. Euler's equations are also derived, forming a set of partial differential equations that can be solved to determine pressure and velocity fields. Bernoulli's equation is obtained by integrating the Euler equations, relating total pressure, velocity, and elevation. The concepts of rotational and irrotational flow are introduced, with irrotational flow defined as having zero rotation of any fluid element.
HOW TO PREDICT HEAT AND MASS TRANSFER FROM FLUID FRICTIONbalupost
In this paper, the „Generalized Lévêque Equation (GLE)“, which allows to calculate heat or mass transfer coefficients – or the corresponding Nusselt and Sherwood numbers – from frictional pressure drop or friction forces in place of the flow rates or Reynolds numbers is used in external flow situations, such as a single sphere or a single cylinder in cross flow.
Flow Control of Elastic Plates in Triangular Arrangementijceronline
Three flexible plates arranged in a triangular configuration are numerically simulated to study their hydrodynamic interactions. The plates can flap passively in stable patterns. Four typical flapping patterns are identified by varying the interval distance and expansion angle between the plates. At small distances, the upstream plate experiences drag reduction while the downstream plates have increased drag due to interactions. The plates always flap at the same frequency. When distances are large, the plates behave independently like single plates. The study provides insights into fish schooling hydrodynamics and underwater robot design.
This report analyzes an SPH code simulation of dam break flow. It examines: 1) density filtering, 2) a repulsive solid wall boundary condition, 3) varying smoothing length, and 4) changing the pressure gradient formulation. The simulation with a smoothing length of 1.3∆x and repulsive boundary condition produced numerically accurate results with the lowest computation time. Changing the pressure gradient formulation to the first method also improved solution quality and reduced computation time. Increasing the smoothing length improved accuracy but increased computation time.
This document contains 51 short answer questions related to aerodynamics and compressible flow. The questions cover topics like gas dynamics, compressible versus incompressible flow, compressibility, types of compressibility, properties of perfect gases, adiabatic and isentropic processes, Mach number, flow regimes, continuity, momentum, and energy equations. Many questions also focus specifically on nozzle flow, including definitions of different types of nozzles, choking, expansion, under-expanded versus over-expanded nozzles, and nozzle efficiency.
Professor Alvaro Valencia from the University of Chile studied laminar unsteady flow and heat transfer in a confined channel with square bars arranged side by side through numerical simulation. The study categorized flow patterns into three regimes based on the bar separation distance and examined the effects on pressure drop, heat transfer, and vortex shedding frequency. Results showed that local and overall heat transfer on channel walls increased significantly due to unsteady vortex shedding induced by the bars.
This document summarizes an article from the International Journal of Mechanical Engineering and Technology (IJMET) that examines the effect of particle size and chemical reaction on convective heat and mass transfer of magnetohydrodynamic (MHD) nanofluid flowing in a cylindrical annulus filled with porous material. The article presents governing equations to model the coupled heat and mass transfer, which are solved numerically. Parameters like the Darcy number, Grashof number, Hartmann number, and Nusselt number are defined. The study aims to provide insights into how particle size and chemical reactions impact convective transport for applications like nuclear technology and space systems.
This document provides an introduction to fluid mechanics. It discusses how fluids are essential to life and have shaped history. It then provides brief biographies of some important figures in the history of fluid mechanics, such as Archimedes, Newton, Euler, Stokes, and Reynolds. It also discusses the significance of fluid mechanics across many fields including weather, vehicles, physiology, sports, and engineering. The document concludes by outlining the key components of analytical fluid dynamics, experimental fluid dynamics, and computational fluid dynamics.
F L U I D M E C H A N I C S A N D H E A T T R A N S F E R J N T U M O D...guest3f9c6b
This document contains 8 questions related to fluid mechanics and heat transfer for a B.Tech exam. The questions cover various topics including:
1) Definitions of terms like bulk modulus, viscosity, stream function, and momentum equation.
2) Calculations involving power required to overcome viscous resistance, velocity and velocity potential, force on a pipe bend.
3) Derivations of equations for head loss in pipes, heat loss from a hollow sphere, film heat transfer coefficient, and effectiveness of a counterflow heat exchanger.
4) Problems involving determination of pipe diameter required to supply water to a city, heat loss from an insulated pipe, Reynolds number, and temperatures at the outlets of a
This document introduces discrete random variables and their probability distributions. It defines a random variable as a rule that associates a number with each outcome in a sample space. Discrete random variables have a countable number of possible values, while continuous variables have uncountable possible values defined over an interval. The probability distribution of a random variable describes how the total probability of 1 is allocated among its possible values. An example probability distribution is given for the number of computers in use in a lab.
This document proposes a double acceptance sampling plan for truncated life tests where the lifetime of a product follows a Kumaraswamy-log-logistic distribution. The plan uses a zero-one failure scheme where the first sample size is n1, the second is n2, and the acceptance numbers are c1=0 and c2=1. The minimum sample sizes n1 and n2 are determined to ensure the median life is greater than or equal to the specified lifetime m0 at a given consumer confidence level P*. The operating characteristics and minimum median life ratios are analyzed to minimize producer and consumer risks at specified levels. Numerical examples are provided to illustrate the application of the sampling plan.
The document describes methods for calculating river discharge, including the area-velocity method and slope-area method. The area-velocity method divides the river cross section into segments, calculates the average width and velocity for each, and sums the segmental discharges. The slope-area method estimates discharge over a long reach based on the high flood level, total flow area, slope of the water surface, and whether the reach is contracting or expanding.
Velocity distribution, coefficients, pattern of velocity distribution,examples, velocity measurement, derivation of velocity distribution coefficients, problems and solution, Bernoulli's theorem and energy equation, specific energy and equation.
This document contains summaries of 4 problems involving forces on sluice gates and dams. The first problem is about calculating the magnitude and direction of forces on a semicircular sluice gate that is submerged in water. The second problem involves calculating the resultant force on a curved dam face where the water level is given. The third and fourth problems provide no details about the scenarios but indicate there are additional examples and solutions.
The document contains questions related to gas dynamics and jet propulsion. It covers topics such as compressible and incompressible fluids, stagnation pressure and temperature, Mach number, zones of action and silence, open and closed systems, intensive and extensive properties, shock waves, normal and oblique shocks, jet and rocket propulsion, rocket engine classifications, specific impulse, specific consumption, thrust coefficient, propulsive efficiency, Fanno and Rayleigh flows, and one-dimensional isentropic flow through nozzles, ducts, and diffusers. The questions range from definitions and differentiations to derivations and multi-step calculations involving isentropic flow equations.
1. This document describes various types of ideal fluid flow, including uniform flow, source/sink flow, vortex flow, and combinations of different flows.
2. Special cases of flow geometry allow the stream function ψ to be related to the distance n along a path between streamlines by ψ = wn. Examples include uniform flow in the x-direction and uniform flow from a line source.
3. Combining different flow types allows modeling of more complex scenarios. A doublet represents a close source-sink pair, and combining it with uniform flow models flow around a cylinder.
A study examined the survival times of cancer patients treated with ascorbate based on the affected organ. A one-way ANOVA was conducted to determine if survival times differed significantly between stomach, bronchus, colon, ovary and breast cancer patients. The ANOVA indicated that at least two of the survival time means were significantly different. Post-hoc multiple comparisons were needed to identify which specific organ means differed from each other.
Comparision of flow analysis through a different geometry of flowmeters using...eSAT Publishing House
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology.
The document provides an overview of dimensional analysis and its applications in fluid mechanics. Dimensional analysis is a tool used to correlate analytical and experimental results and predict prototype behavior from model measurements. It involves identifying the fundamental dimensions of variables (e.g. mass, length, time) and establishing dimensionless relationships between variables using methods like Rayleigh's or Buckingham's π-theorem. Dimensional analysis is important for model analysis where dynamic similarity between a model and prototype must be achieved. The document discusses different model laws used to design models for similarity based on dominant forces like viscosity, gravity, etc. It also provides scale ratios required for geometric, kinematic and dynamic similarity.
This document summarizes an experimental, numerical, and theoretical analysis of supersonic flow over a solid diamond wedge. The study examines boundary layer shockwave effects and pressure coefficients (Cp) for supersonic flow past the wedge. Experimental data is collected from a wind tunnel test using a diamond wedge model. Pressure readings are recorded for various angles of attack and used to calculate Cp. The experimental results are compared to theoretical analyses using Ackeret's linear theory and computational fluid dynamics simulations. Limitations of each method are discussed along with discrepancies between experimental and theoretical results.
Flow Control of Elastic Plates in Triangular Arrangementijceronline
Three flexible plates arranged in a triangular configuration are numerically simulated to study their hydrodynamic interactions. The plates can flap passively in stable patterns. Four typical flapping patterns are identified by varying the interval distance and expansion angle between the plates. At small distances, the upstream plate experiences drag reduction while the downstream plates have increased drag due to interactions. The plates always flap at the same frequency. When distances are large, the plates behave independently like single plates. The study provides insights into fish schooling hydrodynamics and underwater robot design.
This report analyzes an SPH code simulation of dam break flow. It examines: 1) density filtering, 2) a repulsive solid wall boundary condition, 3) varying smoothing length, and 4) changing the pressure gradient formulation. The simulation with a smoothing length of 1.3∆x and repulsive boundary condition produced numerically accurate results with the lowest computation time. Changing the pressure gradient formulation to the first method also improved solution quality and reduced computation time. Increasing the smoothing length improved accuracy but increased computation time.
This document contains 51 short answer questions related to aerodynamics and compressible flow. The questions cover topics like gas dynamics, compressible versus incompressible flow, compressibility, types of compressibility, properties of perfect gases, adiabatic and isentropic processes, Mach number, flow regimes, continuity, momentum, and energy equations. Many questions also focus specifically on nozzle flow, including definitions of different types of nozzles, choking, expansion, under-expanded versus over-expanded nozzles, and nozzle efficiency.
Professor Alvaro Valencia from the University of Chile studied laminar unsteady flow and heat transfer in a confined channel with square bars arranged side by side through numerical simulation. The study categorized flow patterns into three regimes based on the bar separation distance and examined the effects on pressure drop, heat transfer, and vortex shedding frequency. Results showed that local and overall heat transfer on channel walls increased significantly due to unsteady vortex shedding induced by the bars.
This document summarizes an article from the International Journal of Mechanical Engineering and Technology (IJMET) that examines the effect of particle size and chemical reaction on convective heat and mass transfer of magnetohydrodynamic (MHD) nanofluid flowing in a cylindrical annulus filled with porous material. The article presents governing equations to model the coupled heat and mass transfer, which are solved numerically. Parameters like the Darcy number, Grashof number, Hartmann number, and Nusselt number are defined. The study aims to provide insights into how particle size and chemical reactions impact convective transport for applications like nuclear technology and space systems.
This document provides an introduction to fluid mechanics. It discusses how fluids are essential to life and have shaped history. It then provides brief biographies of some important figures in the history of fluid mechanics, such as Archimedes, Newton, Euler, Stokes, and Reynolds. It also discusses the significance of fluid mechanics across many fields including weather, vehicles, physiology, sports, and engineering. The document concludes by outlining the key components of analytical fluid dynamics, experimental fluid dynamics, and computational fluid dynamics.
F L U I D M E C H A N I C S A N D H E A T T R A N S F E R J N T U M O D...guest3f9c6b
This document contains 8 questions related to fluid mechanics and heat transfer for a B.Tech exam. The questions cover various topics including:
1) Definitions of terms like bulk modulus, viscosity, stream function, and momentum equation.
2) Calculations involving power required to overcome viscous resistance, velocity and velocity potential, force on a pipe bend.
3) Derivations of equations for head loss in pipes, heat loss from a hollow sphere, film heat transfer coefficient, and effectiveness of a counterflow heat exchanger.
4) Problems involving determination of pipe diameter required to supply water to a city, heat loss from an insulated pipe, Reynolds number, and temperatures at the outlets of a
This document introduces discrete random variables and their probability distributions. It defines a random variable as a rule that associates a number with each outcome in a sample space. Discrete random variables have a countable number of possible values, while continuous variables have uncountable possible values defined over an interval. The probability distribution of a random variable describes how the total probability of 1 is allocated among its possible values. An example probability distribution is given for the number of computers in use in a lab.
This document proposes a double acceptance sampling plan for truncated life tests where the lifetime of a product follows a Kumaraswamy-log-logistic distribution. The plan uses a zero-one failure scheme where the first sample size is n1, the second is n2, and the acceptance numbers are c1=0 and c2=1. The minimum sample sizes n1 and n2 are determined to ensure the median life is greater than or equal to the specified lifetime m0 at a given consumer confidence level P*. The operating characteristics and minimum median life ratios are analyzed to minimize producer and consumer risks at specified levels. Numerical examples are provided to illustrate the application of the sampling plan.
The document describes methods for calculating river discharge, including the area-velocity method and slope-area method. The area-velocity method divides the river cross section into segments, calculates the average width and velocity for each, and sums the segmental discharges. The slope-area method estimates discharge over a long reach based on the high flood level, total flow area, slope of the water surface, and whether the reach is contracting or expanding.
Velocity distribution, coefficients, pattern of velocity distribution,examples, velocity measurement, derivation of velocity distribution coefficients, problems and solution, Bernoulli's theorem and energy equation, specific energy and equation.
This document contains summaries of 4 problems involving forces on sluice gates and dams. The first problem is about calculating the magnitude and direction of forces on a semicircular sluice gate that is submerged in water. The second problem involves calculating the resultant force on a curved dam face where the water level is given. The third and fourth problems provide no details about the scenarios but indicate there are additional examples and solutions.
The document contains questions related to gas dynamics and jet propulsion. It covers topics such as compressible and incompressible fluids, stagnation pressure and temperature, Mach number, zones of action and silence, open and closed systems, intensive and extensive properties, shock waves, normal and oblique shocks, jet and rocket propulsion, rocket engine classifications, specific impulse, specific consumption, thrust coefficient, propulsive efficiency, Fanno and Rayleigh flows, and one-dimensional isentropic flow through nozzles, ducts, and diffusers. The questions range from definitions and differentiations to derivations and multi-step calculations involving isentropic flow equations.
1. This document describes various types of ideal fluid flow, including uniform flow, source/sink flow, vortex flow, and combinations of different flows.
2. Special cases of flow geometry allow the stream function ψ to be related to the distance n along a path between streamlines by ψ = wn. Examples include uniform flow in the x-direction and uniform flow from a line source.
3. Combining different flow types allows modeling of more complex scenarios. A doublet represents a close source-sink pair, and combining it with uniform flow models flow around a cylinder.
A study examined the survival times of cancer patients treated with ascorbate based on the affected organ. A one-way ANOVA was conducted to determine if survival times differed significantly between stomach, bronchus, colon, ovary and breast cancer patients. The ANOVA indicated that at least two of the survival time means were significantly different. Post-hoc multiple comparisons were needed to identify which specific organ means differed from each other.
Comparision of flow analysis through a different geometry of flowmeters using...eSAT Publishing House
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology.
The document provides an overview of dimensional analysis and its applications in fluid mechanics. Dimensional analysis is a tool used to correlate analytical and experimental results and predict prototype behavior from model measurements. It involves identifying the fundamental dimensions of variables (e.g. mass, length, time) and establishing dimensionless relationships between variables using methods like Rayleigh's or Buckingham's π-theorem. Dimensional analysis is important for model analysis where dynamic similarity between a model and prototype must be achieved. The document discusses different model laws used to design models for similarity based on dominant forces like viscosity, gravity, etc. It also provides scale ratios required for geometric, kinematic and dynamic similarity.
This document summarizes an experimental, numerical, and theoretical analysis of supersonic flow over a solid diamond wedge. The study examines boundary layer shockwave effects and pressure coefficients (Cp) for supersonic flow past the wedge. Experimental data is collected from a wind tunnel test using a diamond wedge model. Pressure readings are recorded for various angles of attack and used to calculate Cp. The experimental results are compared to theoretical analyses using Ackeret's linear theory and computational fluid dynamics simulations. Limitations of each method are discussed along with discrepancies between experimental and theoretical results.
lab 4 requermenrt.pdf
MECH202 – Fluid Mechanics – 2015 Lab 4
Fluid Friction Loss
Introduction
In this experiment you will investigate the relationship between head loss due to fluid friction and
velocity for flow of water through both smooth and rough pipes. To do this you will:
1) Express the mathematical relationship between head loss and flow velocity
2) Compare measured and calculated head losses
3) Estimate unknown pipe roughness
Background
When a fluid is flowing through a pipe, it experiences some resistance due to shear stresses, which
converts some of its energy into unwanted heat. Energy loss through friction is referred to as “head
loss due to friction” and is a function of the; pipe length, pipe diameter, mean flow velocity,
properties of the fluid and roughness of the pipe (the later only being a factor for turbulent flows),
but is independent of pressure under with which the water flows. Mathematically, for a turbulent
flow, this can be expressed as:
hL=f
L
D
V
2
2 g
(Eq.1)
where
hL = Head loss due to friction (m)
f = Friction factor
L = Length of pipe (m)
V = Average flow velocity (m/s)
g = Gravitational acceleration (m/s^2)
Friction head losses in straight pipes of different sizes can be investigated over a wide range of
Reynolds' numbers to cover the laminar, transitional, and turbulent flow regimes in smooth pipes. A
further test pipe is artificially roughened and, at the higher Reynolds' numbers, shows a clear
departure from typical smooth bore pipe characteristics.
Experiment 4: Fluid Friction Loss
The head loss and flow velocity can also be expressed as:
1) hL∝V −whe n flow islaminar
2) hL∝V
n
−whe n flow isturbulent
where hL is the head loss due to friction and V is the fluid velocity. These two types of flow are
seperated by a trasition phase where no definite relationship between hL and V exist. Graphs
of hL −V and log (hL) − log (V ) are shown in Figure 1,
Figure 1. Relationship between hL ( expressed by h) and V ( expressed by u ) ;
as well as log (hL) and log ( V )
Experiment 4: Fluid Friction Loss
Experimental Apparatus
In Figure 2, the fluid friction apparatus is shown on the right while the Hydraulic bench that
supplies the water to the fluid friction apparatus is shown on the left. The flow rate that the
hydraulic bench provides can be measured by measuring the time required to collect a known
volume.
Figure 2. Experimental Apparatus
Experimental Procedure
1) Prime the pipe network with water by running the system until no air appears to be discharging
from the fluid friction apparatus.
2) Open and close the appropriate valves to obtain water flow through the required test pipe, the four
lowest pipes of the fluid friction apparatus will be used for this experiment. From the bottom to the
top, these are; the rough pipe with large diameter and then smooth pipes with three successively
smaller diameters.
3) Measure head loss ...
This document discusses dimensional analysis and its applications. It begins with an introduction to dimensions, units, fundamental and derived dimensions. It then discusses dimensional homogeneity, methods of dimensional analysis including Rayleigh's method and Buckingham's π-theorem. The document also covers model analysis, similitude, model laws, model and prototype relations. It provides examples of applying Rayleigh's method and Buckingham's π-theorem to define relationships between variables. Finally, it discusses different types of forces acting on fluids and dimensionless numbers, and provides model laws for Reynolds, Froude, Euler and Weber numbers.
- Dimensional analysis is a technique used to determine the relationship between variables in a physical phenomenon based on their dimensions and units.
- It allows reducing the number of variables needed to describe a phenomenon through the use of dimensionless parameters known as π terms.
- Lord Rayleigh and Buckingham developed systematic methods for dimensional analysis. Buckingham's π-method involves identifying all variables, their dimensions, and grouping them into as many dimensionless π terms as needed to describe the phenomenon.
Fluid Mechanics Chapter 4. Differential relations for a fluid flowAddisu Dagne Zegeye
Introduction, Acceleration field, Conservation of mass equation, Linear momentum equation, Energy equation, Boundary condition, Stream function, Vorticity and Irrotationality
This document discusses dimensional analysis and model analysis. It begins by introducing dimensional analysis as a technique that uses the dimensions of physical quantities to understand phenomena. It then describes the two types of dimensions: fundamental dimensions like length, time, and mass, and secondary dimensions that are combinations of fundamental ones, like velocity.
It presents the methodology of dimensional analysis, which requires equations to be dimensionally homogeneous. Two common methods are described: Rayleigh's method and Buckingham's pi-theorem. Rayleigh's method can be used for up to 4 variables while Buckingham's pi-theorem groups variables into dimensionless pi-terms. Model analysis is introduced as an experimental method using scale models, and the importance of similitude or
A study-to-understand-differential-equations-applied-to-aerodynamics-using-cf...zoya rizvi
This document discusses computational fluid dynamics (CFD) and its application to aerodynamics. It begins by introducing CFD and the governing equations of fluid dynamics - the continuity, momentum, and energy equations. These partial differential equations can be used to model fluid flow. The document then examines the finite control volume approach and substantial derivative used to develop the Navier-Stokes equations from fundamental principles. An example application of CFD to aerodynamics is provided. The document aims to explain the methodology of CFD, including establishing the governing equations and interpreting results.
1. The document discusses physical modeling of hydraulic phenomena. Models are scaled replicas of prototypes. Similarity conditions ensure proportionality between model and prototype values.
2. Geometric, kinematic, and dynamic similarity relate lengths, velocities, accelerations, and forces between models and prototypes. Froude and Reynolds numbers must be equal to satisfy dynamic similarity.
3. Froude models, used for open channels, satisfy equality of Froude numbers. This relates velocity and geometric scales. Example calculations show how to determine prototype values from model measurements for a Froude model.
The document discusses the momentum equation in fluid mechanics. It defines the momentum equation as relating the sum of forces acting on a fluid element to its rate of change of momentum. Examples are provided to illustrate applications of the momentum equation, including: (1) the force on a pipe bend due to changes in fluid velocity and direction, (2) the force of a perpendicular jet impacting a plane, and (3) the force on a curved vane deflecting a jet. Diagrams and step-by-step calculations are shown for analyzing the forces in each example using the momentum equation.
1) The document introduces basic principles of fluid mechanics, including Lagrangian and Eulerian descriptions of fluid flow. The Lagrangian description follows individual particles, while the Eulerian description observes flow properties at fixed points in space.
2) It describes three governing laws of fluid motion within a control volume: conservation of mass (the net flow in and out of a control volume is zero), conservation of momentum (Newton's second law applied to a fluid system), and conservation of energy.
3) It derives Bernoulli's equation, which relates pressure, velocity, and elevation along a streamline for inviscid, steady, incompressible flow. Bernoulli's equation is an application of conservation of momentum along a streamline.
1. The chapter discusses momentum and forces in fluid flow, including the development of the momentum principle using Newton's second law and the impulse-momentum principle.
2. The momentum equation is developed for two-dimensional and three-dimensional flow through a control volume, accounting for forces, velocities, flow rates, and momentum correction factors.
3. Examples of applying the momentum equation are presented, including forces on bends, nozzles, jets, and vanes.
This document describes a study by the CMS Collaboration to measure color coherence effects in proton-proton collisions at √s = 7 TeV using the CMS detector at the LHC. Events with at least three jets are selected, with the two leading jets required to have a back-to-back topology. The distribution of the azimuthal angle between the second and third jets, β, is measured and found to be sensitive to color coherence. Comparisons are made to several Monte Carlo models with different implementations of color coherence; none describe the data satisfactorily.
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and TechnologyIJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology
Comparison of flow analysis of a sudden and gradual change of pipe diameter u...eSAT Journals
Abstract This paper describes an analytical approach to describe the areas where Pipes (used for flow of fluids) are mostly susceptible to damage and tries to visualize the flow behaviour in various geometric conditions of a pipe. Fluent software was used to plot the characteristics of the flow and gambit software was used to design the 2D model. Two phase Computational fluid dynamics calculations, using K-epsilon model were employed. This simulation gives the values of pressure and velocity contours at various sections of the pipe in which water as a media. A comparison was made with the sudden and gradual change of pipe diameter (i.e., expansion and contraction of the pipe). The numerical results were validated against experimental data from the literature and were found to be in good agreement. Index Terms: gambit, fluent software.
This document describes an experiment on conservation of mass in fluid mechanics. The experiment uses a Pressurized Flow System (PFS) to determine the volume flow rate and discharge coefficient of the PFS inlet and stack. It is broken into two parts: 1) measuring leakage to account for it in calculations, and 2) finding the stack discharge coefficient as a function of the ratio of the stack and cap diameters. Equations are derived for mass conservation, discharge coefficient, and volume flow rate. The experiment aims to demonstrate these concepts and relationships between variables.
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology
Dimensional analysis Similarity laws Model laws R A Shah
Rayleigh's method- Theory and Examples
Buckingham Pi Theorem- Theory and Examples
Model and Similitude
Forces on Fluid
Dimensionless Numbers
Model laws
Distorted models
1) The document discusses momentum analysis of fluid flow systems using control volume analysis. It provides background on Newton's laws of motion and conservation of linear and angular momentum.
2) Control volume analysis using the linear momentum and angular momentum equations allows determining the forces and torques associated with fluid flow into and out of a control volume.
3) The key forces acting on a control volume are body forces that act throughout the volume, like gravity, and surface forces that act on the control surface, like pressure and viscous forces.
Similar to Target_Nozzle_Characterization_and_Assessment_Report_Final2 (20)
2. Abstract
An experiment was recently performed where a jet of water was directed to impact an object and the
resultant force on the object was measured. Three different target objects in total were used one after
another at five different rates of water flow and two diametrically differing streams, giving eighteen
outputs of force. The independent variables of interest in the experiment were the water volumetric
flow rate through the nozzle, angle of redirected water after impact, and stream diametrical size.
A theoretical model for the water jet/ target system is produced and compared to the experimental
results. The Coanda effect is skirted around by extending control volumes. Percent error is analyzed
and discrepancies are accounted for. After further observation and estimation, a more enhanced
model is developed by combining the energy equation with the momentum equation. Assumptions
are analyzed, and the percent error for the final model is reduced from 45.13% to 30.00%.
1
3. Introduction
This report will first describe the development of a symbolic model for the water jet/ target system
in terms of the variables of interest. It will further divulge the methods and details of the experiment
with its apparatus. Then it illustrates in greater detail the effect which the variables of interest have
on the force output according to the symbolic model. The percent uncertainty is discussed in regards
to the accuracy of the model as it compares to measured values resulting from the experiment. Key
error causing factors are addressed and accounted for resulting in a more accurate model for the
water jet/ target system. The objective of this report is to outline the arrival of a more accurate
mathematical model of the water jet/ target system through experimentation and numerical analysis.
Theory
To fully understand this experiment, a greater understanding of the momentum equation and uncer-
tainty analysis is required. This understanding will allow an accurate prediction of a force produced,
from the water-jet onto the target, when the independent variables are adjusted. These variables
are: the angle of the redirected water, the diameter of the jet-stream, and the volumetric flow rate,
which are represented by θ, d, and ˙V respectively. The momentum equation is proven by using
the Reynold’s Transport Theorem and Newton’s second law. Reynold’s Transport Theorem uses
the forces acting on a control volume, which are surface forces and body forces. Newton’s second
law states that the sum of the forces acting on the control volume is equivalent to the time rate of
change in linear momentum of the system. After combining the Reynold’s Transport Theorem and
Newton’s second law, the linear momentum equation for any given control volume is
F =
d
dt
ρvdV + ρv(vf · n)dA (1)
The first term in the equation, d
dt ρvdV , is always zero when the control volume is non-accelerating
and non-deforming. Using this principle, Eq. 1 simplifies to
2
4. F = ρv(vf · n)dA (2)
where ρ(vf · n)dA represents the mass flow rate over an area, and v is the fluid velocity in vector
form. This can be further simplified by making the assumption of steady-state fluid flow:
F =
out
β ˙mv −
in
β ˙mv (3)
This equation illustrates that the sum of the forces acting on a control volume during steady flow
is equal to the difference between outgoing and incoming momentum flow rates. Since ˙m = ˙V ρ
and vy =
˙V
A where A is the circular cross-sectional area of the fluid flow, Eq. 3 can be written in
terms of the independent variables used in the experiment:
Fy = ˙Voutρ
˙Vout
π
4 d2
Cos(θ) − ˙Vinρ
˙Vin
π
4 d2
(4)
where θ accounts for the angle at which the flow is deflected upon impact with the target. d is the
diameter of the fluid flow as shown in Figure1. If we assume the flow to be incompressible, then we
can also assume ˙Vout = ˙Vin, which simplifies Eq. 4 to the form:
Fy =
4ρ ˙V 2
πd2
(1 − Cos(θ)) (5)
where ρ is density, ˙V is volumetric flow rate, and d, remains as the cross-sectional diameter of
the fluid stream.
When any experiment is performed there is always a chance of error. There are three principle
types of error: systematic, illegitimate, and random. The first accounts for human error, the second
for computational errors, and the third for measuring system sensitivity. The first two forms of error
should be avoided and fixed, thus causing an experiment to be rerun. The third is more difficult
3
5. Figure 1: Schematic for experiment
to avoid and should be calculated through uncertainty analysis. It is important to understand the
difference between error and uncertainty. Error is the difference between the correct value and the
measured value. Whereas, uncertainty describes the range in which a value can still be correct. The
uncertainty in this experiment is contained in the measured independent variables, because they are
not exact. The variables include ˙V , ρ, d, and θ where θ is the angle from the stream to the redirected
fluid flow see Fig 1. The errors from each measurement system will be propagated to get an overall
uncertainty of the calculated force. This is preformed by using Taylor’s theorem to get a basis of
uncertainty propagation, which is
µF = µ ˙V
∂F
∂ ˙V
2
+ µθ
∂F
∂θ
2
+ µρ
∂F
∂ρ
2
+ µd
∂F
∂d
2
(6)
The partial derivatives of Eq. 5 with respect to flow rate, θ, ρ and diameter are taken. Then the
first term must be multiplied by
˙V
˙V
, the second by 1−cos(θ)
1−cos(θ) , the third by ρ
ρ, and the forth by d
d . This
put a F in each of the terms, which can be factored out of the square root as shown
µF =
4ρ ˙V 2(1 − cos(θ))
πd2
2µ ˙V
˙V
2
+
µθsin(θ)
1 − cos(θ)
2
+
µρ
ρ
2
+
2µd
d
2
(7)
Both sides of the equation can be divided by F to get
µF
F
=
2µ ˙V
˙V
2
+
µθsin(θ)
1 − cos(θ)
2
+
µρ
ρ
2
+
2µd
d
2
(8)
This is the uncertainty equation in terms of the measured values for this experiment.
4
6. Experimental Methods
The momentum apparatus (see figure 2) was used along with two different nozzles to shoot water
at three different targets and measure the force on the target. The first step in the testing procedure
was to select an initial target from the three options (see figure 3). One target had a flat end, one
had a cone shaped end, and the last target had a recessed cone shape. Next a nozzle was selected
and threaded into the momentum apparatus (see figure 4). The pump was then turned on and the
maximum and minimum flow rates were determined for that nozzle. The water was then shut off and
the force was zeroed on the target. The pump was then turned back on and the throttle was used to set
the volumetric flow rate to the first specified value. The target was then centered in the apparatus.
The operator then pressed the ”End Test” button, then waited for five seconds then pressed the
”End Test” button again. Another team member then recorded the average force and the standard
deviation as it was recorded through the force measuring device shown in figure 5. The throttle was
used to set the volumetric flow rate to the second specified value and the experiment was ran again
for this value on the first target. Once all three volumetric flow rates had been experimented on the
first target, the target was then removed and replaced with the second target and then the third. Once
all targets had been experimented on with the first nozzle, it was replaced with the second nozzle
and all three targets were run again at all three different flow rates. Lastly, the theoretical forces
were calculated and compared with the actual forces measured in the experiment. The uncertainties
were also calculated for each measured and calculated force.
5
7. Figure 2: Apparatus for experiment
Figure 3: Targets for experiment
Figure 4: Nozzles for experiment
6
8. Figure 5: Force sensor for experiment
Table 1: Forces acting on each target object averaged over all results.
Target θ(°) Forceave,Measured(N) Forceave,Theoretical(N)
Divot 153 0.387 0.591
Flat Plate 90 0.255 0.312
Cone 31 0.102 0.043
Results and Discussion
The calculated results from Equation 5 show that as the angle θ increases from 0° to 180°, the force
also increases see Figure 6. If the graph in Figure 6 continued on from 180° to 360° it would show a
Cosine wave. As can be seen from table 1, the overall trend for the calculated and measured values
suggests that the divot experienced the most force, the cone experienced the least force, and the flat
plate fell between the two. This may suggest that θ had the greatest impression on the force output,
since θ is the only variable not held constant in the evaluation between targets. Since θDivot = 153°
is the highest change in momentum direction of the fluid between the three targets, it could be
assumed that the greater the change in momentum direction of the fluid flow, the greater the force
on the colliding object causing the change.
Table 2: Forces acting on targets at different diametrical flows averaged over all results.
Diameter (mm) Forceave,Measured(N) Forceave,Theoretical(N)
3.88 0.278 0.330
6.95 0.218 0.301
7
9. Figure 6: Force as a function of theta and volumetric flow rate for two different nozzle diameters
Figure 7: Force as a function of nozzle diameter and volumetric flow rate for all three targets
8
10. Table 3: Forces acting on targets at different flow rates averaged over all results.
˙Vave (L/min.) Forceave,Measured(N) Forceave,Theoretical(N)
3.6 0.103 0.153
4.9 0.235 0.296
6.3 0.405 0.498
Table 4: Average Change in force with respect to change in the independent variable.
Variable ∆V ariable ∆Forceave,Measured(N) ∆ Forceave,Theoretical(N)
angle θ 122° 0.285 0.548
diameter 3.07 mm 0.06 0.029
Vol. Flow Rt 2.7 L/min. 0.302 0.345
Figure 7 shows how decreasing the diameter of the fluid flow through the nozzle increased the
force experienced by all three targets. Table 2 shows both the experimental and calculated results
illustrating this same trend. Since a decreasing diameter with a constant flow rate would cause
a greater fluid velocity, this data would suggest that the increased velocity of the water caused a
greater force. Although this change in force is not nearly as drastic as the effects from the change
in the shape angle θ.
Figure 7 also shows how increasing the volume flow rate also increases the force. This same
figure illustrates well the trending exponential increase in force with ˙V . Table 3 shows that on
average the measured values again agree with the calculated values in their trends though they are
not exactly identical values. The experiment itself was carried out at five different flow rates while
changing the diameter of flow as well. Therefore, in order to distinguish the effect of the volumetric
flow rate each of the flow rates given in this table are averaged between two different flows having
the same diameter of flow. This information suggests that as the average amount of fluid particles
colliding with the target over a fixed area increases, the average force to counteract their momentum
increases as well.
Finally, from this information we can determine that between the variable upper and lower limits
the independent variable with the most influence over the output force for the measured values is
different than the calculated values. The calculated values would suggest the angle of the object
where collision occurs, θ has the most influence on force. However, for the experimental results, the
9
11. Table 5: % error for all target/nozzle combinations averaged over all volumetric flow rates.
Target Nozzle Average % Error
Cone Large 23.44%
Small 69.97%
Divot Large 53.56%
Small 57.44%
Flat Large 47.04%
Small 19.31%
variable with the most influence over the output force is the volume flow rate ˙V . This discrepancy
is shown in table 4.
Half of the calculated values did not match the measured values. The results of all measurements
and calculations were plotted graphically with force on the vertical axis verses volumetric flow rate
on the horizontal axis along with their bars of uncertainty. These are given in Figure 8. It can be
seen that for the cone target at a 31° angle with a small diameter of fluid flow, the calculated values
do not lie within the uncertainty of the measured values. The same can be said for the divot target
at a 153° angle for both diameters of flow.
There is a visible trend between the % uncertainty and the Volume Flow Rates while no other
independent variable shows such trends. As Volumetric Flow Rate increases, the average % uncer-
tainty decreases. This trend is illustrated in figure 9. The % uncertainty only changes by 2% with
varying θ and 8% between the two diameters of flow.
On average, the calculated values for force erred from the measured values by 45.13%. Significant
contributing variables to this % error is the cone target with the small diameter of fluid flow at
69.97%, and the divot target for both the large diameter at 53.56% and the small diameter at 57.44%.
These average % errors are compared to the remainder of the target/nozzle combinations in table 5.
It can be assumed that the theoretical model for the water jet/ target system is not accounting for
one or more factor. This unknown factor presents itself at high velocities on the cone shape, and at
all velocities during the divot shape.
After further observation of the cone in the small diameter jet of water, it is clear that the water
10
12. Figure 8: Graphs illustrating the various margins of uncertainty for all eighteen outputs of force.
11
13. Figure 9: Graph illustrating the average % uncertainty at the various flow rates.
Figure 10: Image of the flow of water over the cone shaped target.
12
14. exiting the target control volume is not exiting at the same angle as the shape of the cone see Fig
10. This means that the original assumption that the angle θ of the target is equal to the angle of
deflection is not always true. This wrapping of the fluid around the target is due to the Coanda
effect. The Coanda effect occurs when the surface tension of the fluid must be greater to form a
droplet then it has to be in order to stick to a surface. This is commonly seen when pouring water
from a pitcher. This effect is reduced by either making the departure angle more abrupt, increasing
the exit velocity of the fluid, or using a hydrophobic material.
In order to account for the Coanda effect the true exit angle must be found while accounting for
other factors. However, while observing the fluid flow it is easy to see that measuring a new angle
simply by observation is no easy task. Therefore the projectile motion equation is adopted to help
identify this angle.
y = y0 + vySin(φ)t + gt2
/2 (9)
where vy is the velocity in the y-direction, g is gravity, and t is time. In order to estimate vy,
the jet stream was injected with dye while a slow motion camera recorded the time it took for the
dye to travel a small distance. This test was cumbersome and somewhat inaccurate but assisted in
finding an estimate of velocity in the y direction. The various exit streams should have differing exit
velocities but many are approximated to be between 6.25 and 10m/s.
While testing for velocities it also became apparent that the water did not exit in one single stream
and in fact was border lined chaotic. The flow would shoot upwards as is shown in figure 10 and
then would collapse on itself randomly as can be seen from figure 11. The fluid would impact the
target outside of the original control volume.
Therefore, the original equation needed alterations. After widening the control volume to include
all areas of contact between fluid and target and accounting for what often appeared to be three exit
streams, the original force equation resulted in
Fy = ˙V ρ[Σ(xvCosθ)out − (
4 ˙V
πd2
)in] (10)
where Σ accounts for the summation of any additional exit streams, x is the percent of the mass
13
15. Figure 11: Image of the chaotic flow of water over the cone shaped target.
flow in that stream, v is the exit velocity, and θ is the exit angle. Equation 10 allows for the addition
of multiple exit streams while not altering the outputs for single streamed results.
The new hypothetical model yielded a percent error of 31.06%. This new model changed the
force output by 55%. The exit angles approximated with the projectile motion equation were 40°,
45°, and 15° at a slow volume flow rate and increased small amounts with increasing flow rates. The
exit velocities also increased with an increased volume flow rate. The cone with the small nozzle
was the only target/nozzle combination which had additional exit streams therefore the force vs.
volume flow rate graph for the cone with the small nozzle is given in figure12. It can be seen from
this graph that two of the three values now lie within the bars of uncertainty, whereas before, none
of them did.
Previously it was assumed that the distance between targets was held constant at 5 cm, however
this was not true for the divot. Though the nozzle measured 5 cm from the closest part of the divot,
the point of first contact of the water was actually 2 cm beyond the closest point. Therefore the
distance between the nozzle and the point of contact is more appropriately around 7 cm. It was
assumed that the velocity from the nozzle to the target was constant. However, due to the force of
14
16. Figure 12: Theoretical and actual forces vs. volumetric flow rates for the old and new momentum
model.
Table 6: % error for all target/nozzle combinations averaged over all volumetric flow rates before
and after theoretical alterations.
Target Nozzle Average % Error Before Average % Error After
Cone Large 23.44% 23.44%
Small 69.97% 31.06%
Divot Large 53.56% 53.56%
Small 57.44% 57.44%
Flat Large 47.04% 47.04%
Small 19.31% 19.31%
15
17. gravity on the jet the original assumption of vin = vout may not be correct.
In order to factor in the force of gravity on the jet stream the energy equation will need to be
used. The derivation is somewhat lengthy but solving for velocityout gives the energy equation in
the form
vout = v2
in − 2Zg (11)
where z is the height and g is gravity. Plugging this into equation 10 and moving around variables
gives
F = ˙V ρ[Σ( v2 − 2ZgxCosθ)out − (
4 ˙V
πd2
)in] (12)
where d is still the diameter of the flow from the nozzle, Z is the height from nozzle to point of
contact, g is gravity, and x is the percent mass flow.
However, after further analysis the numbers showed < 1% change in value. Therefore the form
of the equation given in equation 11 will only need to be used when the jet of water is being shot
over a long range. Because the resultant change in force was so small, no figures or tables will be
used to show the new values. Instead, refer to Table 6.
By retracting the assumption that velocityin = velocityout, the force on the divot can be esti-
mated to change 22.3% for the small nozzle and 29.33% for the large nozzle while not affecting the
flat plate. This assumption did not affect the force on the flat plate target since the redirected flow
was completely horizontal. This change in velocity can likely be attributed to the Coanda effect and
was already accounted for in the analysis of the cone.
Calculating this change in velocity required the use of equation 12 and slow motion camera
testing procedures which uncovered the fact that the change in velocity is nearly linearly related
to the volumetric flow rate. In order to measure the velocity leaving the control volume the slow
motion camera was utilized along with dye just as was done previously when using the projectile
motion equation to find the angles. Equation 12 was used to ensure the most accurate results. The
velocities used ranged from 6.25 m/s with the larger nozzle and low volume flow rates to 20 m/s
with the smaller nozzle at higher volume flow rates.
16
18. Figure 13: Theoretical actual forces vs. volumetric flow rates for the old and new water jet/target
model.
After factoring in the change in velocity between the entrance and exit of the control volume,
the average percent error decreased to 30.00%. The individual percent errors are shown in table 7.
Figure 13 shows how the calculated values now fall within the bars of uncertainty for the measured
values, whereas before they did not. The accuracy varies based on the accuracy of the measurement
for velocityout. The loose estimation for velocityout also makes it difficult to identify other sources
of error.
17
19. Table 7: % error for all target/nozzle combinations averaged over all volumetric flow rates before
and after theoretical alterations.
Target Nozzle Average % Error Before Average % Error After
Cone Large 23.44% 23.44%
Small 69.97% 31.06%
Divot Large 53.56% 29.33%
Small 57.44% 29.80%
Flat Large 47.04% 47.04%
Small 19.31% 19.31%
Conclusion
Plugging in values to the original force equation (Equation 5 of this report) shows that as θ increases
from 0° to 180°, the force output will also increase since the target will be less streamlined, and
absorb more of the fluid’s momentum. As the diameter of the fluid jet stream decreases the force
output will increase. They are inversely related since decreasing the diameter of the jet stream while
holding the volume flow rate constant increases the velocity of the fluid. The increase in velocity
of the fluid means an increase in momentum of the fluid which is absorbed upon contact. As the
volumetric flow rate increases, the force output increases with it. This is due to the fact that their
will be more particles transferring momentum to the target during a given interval of time. This
relationship is exponential.
There were many discrepancies between the calculated values and the measured values when
analysing the system with a simplified momentum model. Half of the calculated values did not
match the measured values at first. On average, the calculated values for force erred from the
measured values by 45.13%. This discrepancy was largely due to the experiment between the cone
and the small nozzle, and the divot targets with both nozzle sizes.
After further observation of the cone, it became clear that the exiting fluid was not exiting at
the same angle as the target, there were more than one exiting stream, and the flow was somewhat
chaotic. This was largely due to the Coanda effect. In order to account for the Coanda effect, the
control volume must include all points on the target which are contacted by the fluid, the true exit
angles need to be approximated, all exiting streams must be accounted for, and the varying velocities
18
20. need to be estimated. The original equation was modified to account for these new variables and is
given as Equation 10. This new model changed the output force by 55%.
It was assumed that because the distance between the target and nozzle was so small that the
effect of gravity on the jet stream would be negligible. However, at larger distances the effect of
gravity may slow the velocityin. Using the energy equation these effects can be quantified and are
given as Equation 12. In the case of this experiment where the nozzles were held roughly 5 cm from
the targets, the effects on the force output were < 1%.
By revisiting the fact that due to forces internal to the control volume our velocityout = velocityin,
we can also make changes to the output force on the divot shape though it only produces one exiting
stream. Applying the same equation, equation 12, the force on the divot changes by 22.3% for the
small nozzle and 29.33% for the large nozzle. This assumption does not affect the force on the flat
plate target since the redirected flow is completely in the horizontal direction.
The change in velocity over the control volume was found to be nearly linearly related to the
volume flow rate of the fluid. After factoring in the change in velocities, the average percent error
decreased to 30.00%. The loose estimation for velocityout due to inadequate measuring devices
makes it difficult to identify further sources of error.
The final form of the model for the water jet/ target system is given as equation 12, yet equation
10 will suffice for most cases. If the reader wishes to define the characteristics of the system further,
a good place to start would be to identify methods for more accurately measuring velocities of near
chaotic fluid flows.
19