**HEAD LOSES IN HORIZONTAL AND VERTICAL ORIFICEMETER A COMPARATIVE EVALUATION AND ANALYSES WITH APLLICATION OF STATISTICAL METHOD OF DATA RELIABILITY**

**ABSTRACT**

A comparative investigation was undertaken to determine the head loss coefficients for horizontally mounted and vertically mounted orifices using a Fluid mechanics and Heat transfer trainer developed in Nigeria. Experiments were carried out observing the procedure and the discharge of the flow of water was collected to obtain the volumetric flow rate and also read off the right and left limb of the horizontal and vertical manometers at different set points. The experimental measurements were subjected to further study to determine the head loss using the applied Bernoulli’s equation with addition of pump to the system. A graph of head loss against the kinetic head of water was plotted and the gradient of the graph yield the head loss coefficient (k). It was observed that there was no significant difference between the head loss coefficient for horizontal and vertical orifices. Hypothesis test was done to test the accuracy, precision and the statistical reliability of the head loss coefficient for the horizontal and vertical orifices, however better result was recorded in the horizontal orifice by statistical analysis. This report provides conclusion and recommendation to the challenges experienced.

**CHAPTER ONE**

**INTRODUCTION**

**1.1. Background of the study**

Fluid mechanics deals with the study of all fluids under static and dynamic situations. Fluid mechanics is a branch of continuous mechanics which deals with a relationship between forces, motions, and statiscal conditions in a continuous material. This study area deals with many and diversified problems such as surface tension, fluid statics, flow in enclose bodies, or flow round bodies (solid or otherwise), flow stability, etc. In fact, almost any action a person is doing involves some kind of a fluid mechanics problem. Researchers distinguish between orderly flow and chaotic flow as the laminar flow and the turbulent flow. The fluid mechanics can also be distinguished between a single phase flow and multiphase flow (flow made more than one phase or single distinguishable material).

Fluid flow in circular and noncircular pipes is commonly encountered in practice. The hot and cold water that we use in our homes is pumped through pipes. Water in a city is distributed by extensive piping networks. Oil and natural gas are transported hundreds of miles by large pipelines. Blood is carried throughout our bodies by veins. The cooling water in an engine is transported by hoses to the pipes in the radiator where it is cooled as it flows. Thermal energy in a hydraulic space heating system is transferred to the circulating water in the boiler, and then it is transported to the desired locations in pipes. Fluid flow is classified as external and internal, depending on whether the fluid is forced to flow over a surface or in a conduit. Internal and external flows exhibit very different characteristics. In this chapter we consider internal flow where the conduit is completely filled with the fluid, and flow is driven primarily by a pressure difference. This should not be confused with open-channel flow where the conduit is partially filled by the fluid and thus the flow is partially bounded by solid surfaces, as in an irrigation ditch, and flow is driven by gravity alone. We then discuss the characteristics of flow inside pipes and introduce the pressure drop correlations associated with it for both laminar and turbulent flows. Finally, we present the minor losses and determine the pressure drop and pumping power requirements for piping systems. Pipes 611

14–5Liquid or gas flow through pipes or ducts is commonly used in heating and cooling applications, and fluid distribution networks. The fluid in such applications is usually forced to flow by a fan or pump through a flow section. We pay particular attention to friction, which is directly related to the pressure drop and head loss during flow through pipes and ducts. The pressure drop is then used to determine the pumping power requirement. A typical piping system

involves pipes of different diameters connected to each other by various fittings or elbows to direct the fluid, valves to control the flow rate, and pumps to pressurize the fluid. The terms pipe, duct, and conduit are usually used interchangeably for flow sections. In general, flow sections of circular cross section are referred to as pipes (especially when the fluid is a liquid), and flow sections of noncircular cross section as ducts (especially when the fluid is a gas). Small-diameter pipes are usually referred to as tubes. Given this uncertainty, we will use more descriptive phrases (such as a circular pipe or a rectangular duct) whenever necessary to avoid any misunderstandings. You have probably noticed that most fluids, especially liquids, are transported in circular pipes. This is because pipes with a circular cross section can withstand large pressure differences between the inside and the outside without undergoing significant distortion. Noncircular pipes are usually used in applications such as the heating and cooling systems of buildings where the pressure difference is relatively small, the manufacturing and installation costs are lower, and the available space is limited for duct work. Although the theory of fluid flow is reasonably well understood, theoretical solutions are obtained only for a few simple cases such as fully developed laminar flow in a circular pipe. Therefore, we must rely on experimental results and empirical relations for most fluid-flow problems rather than closed form analytical solutions. Noting that the experimental results are obtained under carefully controlled laboratory conditions, and that no two systems are exactly alike, we must not be so naive as to view the results obtained as ―exact.‖

The fluid velocity in a pipe changes from zero at the surface because of the no-slip condition to a maximum at the pipe center. In fluid flow, it is convenient to work with an average or mean velocity _m, which remains constant in incompressible flow when the cross-sectional area of the pipe is constant. The mean velocity in heating and cooling applications may change somewhat because of changes in density with temperature. But, in practice, we evaluate the fluid properties at some average temperature and treat them as constants. The convenience of working with constant properties usually more than justifies the slight loss in accuracy.Also, the friction between the fluid layers in a pipe does cause a slight rise in fluid temperature as a result of the mechanical energy being converted to sensible thermal energy. But this temperature rise due to fictional heating is usually too small to warrant any consideration in calculations and thus is disregarded. For example, in the absence of any heat transfer, no noticeable difference can be detected between the inlet and exit temperatures of water flowing in a pipe. The primary consequence of friction in fluid flow is pressure drop, and thus any significant temperature change in the fluid is due to heat transfer.

**HEAD LOSES IN HORIZONTAL AND VERTICAL ORIFICEMETER A COMPARATIVE EVALUATION AND ANALYSES WITH APLLICATION OF STATISTICAL METHOD OF DATA RELIABILITY**

**1.2. Historical Developments**

The continuous scientific development of fluid mechanics started with Leonardo da Vinci (1452–1519). Through his ingenious work, methods were devised that were suitable for fluid mechanics investigations of all kinds. Earlier efforts of Archimedes (287–212 B.C.) to understand fluid motions led to the understanding of the hydro mechanical buoyancy and the stability of floating bodies. His discoveries remained, however, without further impact on the development of fluid mechanics in the following centuries Something similar holds true for the work of Sextus Julius Frontinus (40–103), who provided the basic understanding for the methods that were applied in the Roman Empire for measuring the volume flows in the Roman water supply system. The work of Sextus Julius Frontinus also remained an individual achievement. For more than a millennium no essential fluid mechanics insights followed and there were no contributions to the understanding of flow processes. Fluid mechanics as a field of science developed only after the work of Leonardo da Vinci. His insight laid the basis for the continuum principle for fluid mechanics considerations and he contributed through many sketches of flow processes to the development of the methodology to gain fluid mechanics insights into flows by means of visualization.

His ingenious engineering art allowed him to devise the first installations that were driven fluid mechanically and to provide sketches of technical problem solutions on the basis of fluid flows. The work of Leonardo da Vinci was followed by that of Galileo Galilei (1564–1642) and Evangelista Torricelli (1608–1647). Whereas Galileo Galilei produced important ideas for experimental hydraulics and revised the concept of vacuum introduced by Aristoteles, Evangelista Torricelli realized the relationship between the weight of the atmosphere and the barometric pressure. He developed the form of a horizontally ejected fluid jet in connection with the laws of free fall. Torricelli’s work was therefore an important contribution to the laws of fluids flowing out of containers under the influence of gravity. Blaise Pascal (1623 1662) also dedicated himself to hydrostatics and was the first to formulate the theorem of universal pressure distribution. Isaac Newton (1642–1727) laid the basis for the theoretical description of fluid flows.

He was the first to realize that molecule-dependent momentum transport, which he introduced as flow friction, is proportional to the velocity gradient and perpendicular to the flow direction. He also made some additional contributions to the detection and evaluation of the flow resistance. Concerning the jet contraction arising with fluids flowing out of containers, he engaged in extensive deliberations, although his ideas were not correct in all respects. Henri de Pitot (1665–1771) made important contributions to the understanding of stagnation pressure, which builds up in a flow at stagnation points. He was the first to endeavor to make possible flow velocities by differential pressure measurements following the construction of double-walled measuring devices. Daniel Bernoulli (1700–1782) laid the foundation of hydromechanics by establishing a connection between pressure and velocity, on the basis of simple energy principles. He made essential contributions to pressure measurements, manometer technology and hydro mechanical drives. Leonhard Euler (1707–1783) formulated the basics of the flow equations of an ideal fluid. He derived, from the conservation equation of momentum, the Bernoulli theorem that had, however, already been derived by Johann Bernoulli (1667–1748) from energy principles. He emphasized the significance of the pressure for the entire field of fluid mechanics and explained among other things the appearance of cavitations in installations.

The basic principle of turbo engines was discovered and described by him. Euler’s work on the formulation of the basic equations was supplemented by Jean le Rond d’Alembert (1717–1783). He derived the continuity equation in differential form and introduced the use of complex numbers into the potential theory. In addition, he derived the acceleration component of a fluid element in field variables and expressed the hypothesis, named after him and proved before by Euler, that a body circulating in an ideal fluid has no flow resistance. This fact, known as d’Alembert’s paradox, led to long discussions concerning the validity of the equations of fluid mechanics, as the results derived from them did not agree with the results of experimental investigations. The basic equations of fluid mechanics were dealt with further by Joseph de Lagrange (1736–1813), Louis Marie Henri Navier (1785–1836) and Barre de Saint Venant (1797–1886). As solutions of the equations were not successful for practical problems, however, practical hydraulics developed parallel to the development of the theory of the basic equations of fluid mechanics. Antoine Chezy (1718–1798) formulated similarity parameters, in order to transfer the results of flow investigations in one flow channel to a second channel

. Based on similarity laws, extensive experimental investigations were carried out by Giovanni Battista Venturi (1746–1822), and also experimental investigations were made on pressure loss measurements in flows by Gotthilf Ludwig Hagen (1797–1884) and on hydrodynamic resistances by Jean-Louis Poiseuille (1799–1869 This was followed by the work of Henri Philibert Gaspard Darcy (1803–1858) on filtration, i.e. for the determination of pressure

losses in pore bodies. In the field of civil engineering, Julius Weissbach (1806–1871) introduced the basis of hydraulics into engineers’ considerations and determined, by systematic experiments, dimensionless flow coefficients with which engineering installations could be designed. The work of William Froude (1810–1879) on the development of towing tank techniques led to model investigations on ships and Robert Manning (1816–1897) worked out many equations for resistance laws of bodies in open water channels. Similar developments were introduced by Ernst Mach (1838–1916) for compressible aerodynamics. He is seen as the pioneer of supersonic aerodynamics, providing essential insights into the application of the knowledge on flows in which changes of the density of a fluid are of importance.

In addition to practical hydromechanics, analytical fluid mechanics developed in the nineteenth century, in order to solve analytically manageable problems. George Gabriel Stokes (1816–1903) made analytical contributions to the fluid mechanics of viscous media, especially to wave mechanics and to the viscous resistance of bodies, and formulated Stokes’ law for spheres falling in fluids. John William Stratt, Lord Rayleigh (1842–1919) carried out numerous investigations on dynamic similarity and hydrodynamic instability. Derivations of the basis for wave motions, instabilities of bubbles and drops and fluid jets, etc., followed, with clear indications as to how linear instability considerations in fluid mechanics are to be carried out. Vincenz Strouhal (1850–1922) worked out the basics of vibrations and oscillations in bodies through separating vortices. Many other scientists, who showed that applied mathematics can make important contributions to the analytical solution of flow problems, could be named here. After the pioneering work of Ludwig Prandtl (1875–1953), who introduced the boundary layer concept into fluid mechanics, analytical solutions to the basic equations followed, e.g. solutions of the boundary layer equations by Paul Richard Heinrich Blasius (1883–1970).

With Osborne Reynolds (1832–1912), a new chapter in fluid mechanics was opened. He carried out pioneering experiments in many areas of fluid mechanics, especially basic investigations on different turbulent flows. He demonstrated that it is possible to formulate the Navier–Stokes equations in a time-averaged form, in order to describe turbulent transport processes in this way. Essential work in this area by Ludwig Prandtl (1875–1953) followed, providing fundamental insights into flows in the field of the boundary layer theory. Theodor von Karman (1881–1993) made contributions to many sub-domains of fluid mechanics and was followed by numerous scientists who engaged in problem solutions in fluid mechanics. One should mention here, without claiming that the list is complete, Pei-Yuan Chou (1902–1993) and Andrei Nikolaevich Kolmogorov (1903–1987) for their contributions to turbulence

theory and Herrmann Schlichting (1907–1982) for his work in the field of laminar–turbulent transition, and for uniting the fluid-mechanical knowledge of his time and converting it into practical

**HEAD LOSES IN HORIZONTAL AND VERTICAL ORIFICEMETER A COMPARATIVE EVALUATION AND ANALYSES WITH APLLICATION OF STATISTICAL METHOD OF DATA RELIABILITY**

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