Preview

Fluid Dynamics and Pressure

Good Essays
Open Document
Open Document
4443 Words
Grammar
Grammar
Plagiarism
Plagiarism
Writing
Writing
Score
Score
Fluid Dynamics and Pressure
Chapter 3: FLUID FLOW

CHAPTER

THREE
FLUID FLOW

3.1 3.2 3.3 3.4 3.5

Fluid Flow Unit Pump Test Unit Hydraulics bench and accessories Flow Curve Determination for Non-Newtonian Fluids Fixed and Fluidized Bed

Facts which at first seem improbable will, even in scant explanation, drop the cloak which has hidden them and stand forth in naked and simple beauty. GALILEO GALILEI

1

3.1. FLUID FLOW UNIT

Keywords: Pressure loss, straight pipe, pipe bend, orifice meter, venturi meter.

3.1.1. Object

The object of this experiment is to investigate the variations in fluid pressure for flow in straight pipes, through pipe bends, fittings, orifice and venturi meters.

3.1.2. Theory

When a fluid flows along a pipe, friction between the fluid and the pipe wall causes a loss of energy. This energy loss shows itself as a progressive fall in pressure along the pipe and varies with the rate of the flow. The head loss due to friction can be calculated by the expression:
Lu 2  D

hf  4 f 

(3.1.1)

where

hf : head loss due to friction, m H2O D : diameter of pipe, m f : friction factor g : acceleration due to gravity, m/sec2 L : length of pipe, m u : mean velocity, m/sec  : density of fluid, kg/m3

The change of direction forced on a fluid when it negotiates a bend produces turbulence in the fluid and a consequent loss of energy. The net loss in pressure is greater than that for the same length of straight pipes. Abrupt changes of direction produce greater turbulence and larger energy losses than do smoothly contoured changes.

2

Chapter 3: FLUID FLOW

When a fluid flows through an orifice or a venturi meter, a loss of pressure energy occurs due to the turbulence created. A straight line relation exists between the flow rate and the square root of the pressure drop value, and this principle is utilized in the design of the orifice and venturi meters.

The internal construction of many pipe fittings leads to the construction of

You May Also Find These Documents Helpful

  • Good Essays

    Physio 9.0 Cardio Lab Report

    • 2277 Words
    • 10 Pages

    Pressure gradient is the flow rate of a liquid through a pipe. This is directly proportional to the difference between the pressures at the two ends of the pipe and inversely proportional to the pip's resistance. The pressure gradient is directly dependent upon blood vessel radius which essentially controls blood flow. The bigger the blood vessel radius, the more blood flow or fluid flow. The smaller blood vessel radius, the lesson blood or fluid flow.…

    • 2277 Words
    • 10 Pages
    Good Essays
  • Good Essays

    Physio Ex Exercise 5

    • 532 Words
    • 3 Pages

    The following questions refer to Activity 1: Studying the Effect of Flow Tube Radius on Fluid Flow.…

    • 532 Words
    • 3 Pages
    Good Essays
  • Powerful Essays

    This basic law applies to blood flow as well. The “liquid” is blood, and the “pipes” are blood vessels. The pressure gradient is the difference between the pressure in arteries and that in veins that results when blood is pumped into arteries. Blood flow rate is directly proportional to the pressure gradient, and inversely proportional to resistance. Recall that resistance is a measure of the degree to which the blood vessel hinders or resists the flow of blood. The main factors governing resistance are 1) blood vessel radius, 2) blood vessel length, and 3) blood viscosity.…

    • 5735 Words
    • 23 Pages
    Powerful Essays
  • Good Essays

    Physiology Answers

    • 3429 Words
    • 15 Pages

    1. Consider the equation F = DP/R. It describes the flow (F) of fluid in a tube in which there is a pressure difference (DP) between the two ends and a resistance (R) to flow. The equation indicates that(2.0 Score )…

    • 3429 Words
    • 15 Pages
    Good Essays
  • Satisfactory Essays

    Cardiovascular Dynamics

    • 818 Words
    • 4 Pages

    1. What happened to the fluid flow rate as the radius of the flow tube was increased?…

    • 818 Words
    • 4 Pages
    Satisfactory Essays
  • Powerful Essays

    Open Channel

    • 1357 Words
    • 6 Pages

    The experiment conducted was in order to find the relationship between the specific energy and the depth in an open channel flowing through an undershot weir, in order to understand the behavior of a flow at different depths, allowing for accurate engineering and designing of open channels.…

    • 1357 Words
    • 6 Pages
    Powerful Essays
  • Good Essays

    Calculating Npsh of Pump

    • 393 Words
    • 2 Pages

    (-) Friction loss in suction piping up to pump centre line consisting of the following :…

    • 393 Words
    • 2 Pages
    Good Essays
  • Good Essays

    The influence pressure and fluid flow has had on us is enormous. One example shows how household plumbing makes use of Bernoulli’s equation. The U-shaped region under our sinks is known as the “trap” because water collects there, and serves as a blockage against sewer gas escaping into the house. When water from a machine flows through the sewer pipe, the fast velocity causes the pressure at that point to drop. The…

    • 849 Words
    • 4 Pages
    Good Essays
  • Good Essays

    Bernoulli’s theorem implies, therefore, that if the fluid flows horizontally so that no change in gravitational potential energy occurs, then a decrease in fluid pressure is associated with an increase in fluid velocity. If the fluid is flowing through a horizontal pipe of varying cross-sectional area, for example, the fluid speeds up in constricted areas so that the pressure the fluid exerts is least where the cross section is smallest. This phenomenon is sometimes called the Venturi effect, after the Italian scientist G.B. Venturi (1746–1822), who first noted the effects of constricted channels on fluid flow.…

    • 419 Words
    • 2 Pages
    Good Essays
  • Powerful Essays

    The title of this experiment is the Bernoulli’s theorem apparatus. The objective of this experiment is to determine the relationship between pressure head, velocity head, and static head and compare it with Bernoulli’s Theorem. The total head of flowing liquid between two points remain s constant provided there is no loss due to friction no gain due to application of outside work between the two points. So basically the apparatus used for this experiment consist of a venture tube with different diameter at certain part, 8 tubes of water manometer, a rotameter, stainless steel tube and a stop watch to record the time of the water flow.…

    • 1721 Words
    • 7 Pages
    Powerful Essays
  • Satisfactory Essays

    mechanics lab report

    • 446 Words
    • 2 Pages

    For the next set of trials, the high flow valve was closed and the low flow was opened and the monometer was set with 15° incline. This time, the readings and were taken and the rate flow Q starting from 0.4 l/min and 10 equal 0.3 l/min increments.…

    • 446 Words
    • 2 Pages
    Satisfactory Essays
  • Satisfactory Essays

    Pump Selection

    • 7811 Words
    • 32 Pages

    •Velocity head v2 /2g = the kinetic energy of liquid in pipe. • Head loss hls =The head needed to overcome the head loss due to pipe friction & fittings. •Manometric delivery head Hmd = static delivery head +head loss in delivery pipe. pipe •Manometric suction head Hms =the static suction head -the velocity head ( in The suction pipe) –head loss in the suction pipe. •Total Manometric head Hm = the difference between the Manometric delivery head and the Manometric suctionBy head. Alex.Eng.Society Short Course…

    • 7811 Words
    • 32 Pages
    Satisfactory Essays
  • Better Essays

    Friction Loss Along Pipe

    • 2637 Words
    • 11 Pages

    Based on the figure above shows how the flow goes along the length of 0.52m with 3mm ID pipe which can be found in our experiment. Those fittings such as valves or bends are sufficiently remote to reduce any…

    • 2637 Words
    • 11 Pages
    Better Essays
  • Satisfactory Essays

    Pipe friction apparatus has been designed for students to measure pipe friction losses for laminar and turbulent…

    • 535 Words
    • 3 Pages
    Satisfactory Essays
  • Powerful Essays

    4) Robert L. Daugherty, Joseph B. Franzini, E. John Finnemore, 1985, ‘Fluid Mechanics With Engineering Applications (thirth edition)’,Mc Graw-Hill Book Company, United States of America.…

    • 2747 Words
    • 11 Pages
    Powerful Essays

Related Topics