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Losses in Pipes Fittings

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Energy Losses in Pipes and Fittings

Objectives: i. The objectives of this experiment were to firstly, measure the experimental head loss which was due to the friction which occurred in a straight pipe and compare the value with that of which was obtained using a Moody chart. Then to demonstrate that head loss gradient and flow-rate squared are proportional to each other.
Summary of Theory:
Fluid flows can be described in two ways. These are “laminar” or “turbulent”. Laminar (streamline) flow happens when the fluid particles follow parallel flow paths and usually has low velocity values. On the other hand, turbulent flows are when the particles have irregular, secondary motions in conjunction with the direction of the flow. This causes a mixing of the fluids.

A dimensionless constant is used to measure these types of flows, which is called Reynolds Number, and can be found by the equation
:Re= vdυ
V = Velocity of the flow of fluid
D = Diameter of the pipe υ = Kinematic viscosity of water
Depending on the size of the number, the resulting Reynolds (Re) number will relate to the type of flow/fluid motion, a Re number of 2000 will result in a laminar flow. Whereas, a Re number of more than 4000 will result in a turbulent flow.
Frictional losses must also be taken into account with regards to the relative roughness of the pipe used: k = Pipe roughness d = Diameter of pipe k/d = 0.0015mm / 10.31mm = 0.000145
Equipment Used:

Cussons Hydraulic Bench
Stopwatch

Head loss due to friction:
There are different laws used for the energy losses of fluid resistance for laminar and turbulent flows, these are: 1) The equation used with energy losses for Laminar flow is: hf= 32µLvρgd2 This equation is also known as Poiseuille’s equation.

2) The equation used with energy losses for Turbulent flow is: hf= λLv22gd This equation is also known as

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