Experiment to Determine the Relationship Between the Reynolds Number and Friction Coefficient for Two Pipes with Different Pipe Diameter and Conveying Different Fluids

This experiment was conducted in order to assess the relationship between the Reynolds number and friction coefficient for two pipe having different cross-sectional areas. The other aim was to investigate the effect of fluid density on the Reynolds number. Different flow rates were set at a laminar flow of water and the pressure determined by a manometer. The same procedure was repeated using Ethylene Glycol. A turbulent flow was also set and data taken. The Reynolds number for each flow was determined using the equation;


Where ힺ is fluid density, v is the mean flow velocity, d is the internal diameter and µ is the dynamic viscosity of the fluid and depends on the temperature of the fluid. The Reynolds number was used to determine the friction coefficient. For the laminar flow,


f = 16/Re


For the turbulent flow,


f = 0.079Re-0.25


Graphs of the friction coefficient against Reynolds number were plotted for each flow and used in the discussion.


Aim


The main objective of this experiment was to determine the relationship between the Reynolds number and friction factor of two pipes with different pipe diameter and conveying different fluids (water and Ethylene Glycol)


Raw Data


Table1: Raw data for Laminar flow rate


Volumetric flow rate (mL/min)


Fluid : H20, Laminar flow , D.O.: 1/4 in


100


Data#


1


2


3


4


5


mL/min


123.9


126.2


126.7


124.4


123.4


mmH20


42


43.9


44.2


43.8


43.8


200


Data#


1


2


3


4


5


ml/min


213.4


211.1


209.91


208.6


208.6


mmH20


74.8


74.0


73.4


73.9


73.4


300


Data#


1


2


3


4


5


ml/min


328.3


326.1


325.2


324.01


324.78


mmH20


117.9


117.3


115.6


116.2


116.4


400


Data#


1


2


3


4


5


ml/min


415.1


411.58


411.60


413.29


412.95


mmH20


150.5


153.2


151.2


150.8


148.9


Table2: Raw data for Turbulent flow rate


Volumetric flow rate (mL/min)


Fluid : H20, Turbulent flow , D.O.: 3/8 in


3000


Data#


1


2


3


4


5


mL/min


2963


3014


2959


2968


2987.6


mmH20


414.1


415.4


414.6


414.6


415.7


2500


Data#


1


2


3


4


5


ml/min


2498


2503


2509


2511


2497


mmH20


299.2


302.1


299.3


300.1


300.9


2000


Data#


1


2


3


4


5


ml/min


2044


2057


2059


2052


2055


mmH20


214.3


215.0


214.4


213.5


212.4


1500


Data#


1


2


3


4


5


ml/min


1516.34


1525


1524


1521


1521


mmH20


129.1


129.3


139.0


130.5


128.0


Results and Calculations


Table 3: Raw data for water, laminar flow O.D. ¼ in


Volumetric flow rate (mL/min)


Volumetric flow rate (m3/s)


Flow velocity (m/s)


Re


f


Inner diameter (m)


Length (m)


density kg/m3


Viscosity


Temperature (0C)


100


1.67E-06


0.107162


476.87


0.0336


0.00445


1.635


1000


0.001


25


200


3.33E-06


0.214323


953.74


0.0168


300


0.000005


0.321485


1430.61


0.0112


400


6.67E-06


0.428646


1907.48


0.00839


Table 4: Raw data for water, turbulent flow O.D. 3/8 in


Volumetric flow rate (mL/min)


Volumetric flow rate (m3/s)


Flow velocity (m/s)


Re


f


Inner diameter (m)


Length (m)


density kg/m3


Viscosity


Temperature (0C)


1000


3.3333E-05


0.72902073


5562.43


0.000915


0.00763


1.635


1000


0.001


25


2000


0.00005


1.0935311


8343.64


0.000827


3000


6.6667E-05


1.45804146


11124.86


0.000769


4000


8.3333E-05


1.82255183


13906.07


0.000727


Table 5: Raw data for Ethylene Glycol, laminar flow O.D. ¼ in


Volumetric flow rate (mL/min)


Volumetric flow rate (m3/s)


Flow velocity (m/s)


Re


f


Inner diameter (m)


Length (m)


density kg/m3


Viscosity


Temperature (0C)


1000


1.6667E-05


0.36451037


192.78


0.00212


0.00763


1.635


1116


0.0161


25


2000


3.3333E-05


0.7290273


385.57


0.00178


3000


0.00005


1.0935311


578.35


0.00161


4000


6.6667E-06


1.45804146


771.14


0.00149


Sample calculations,


Determining the Reynolds number for each volumetric flow rate through each pipe,


For water at laminar flow in the ¼ inch pipe diameter,


Determining the friction coefficient for the laminar flow,


f = 16/Re


f = 16/476 = 0.0336


Determining the friction coefficient for turbulent flow,


f = 0.079*Re-0.25


f = 0.079*5563.43-0.25 = 0.00915


Results Analysis


A graph of the friction against the Reynolds number was plotted for each pipe diameter as shown in graph 1 through 3 below.


Graph 1: A plot of friction coefficient f against Reynolds number for laminar flow of water


Graph 2: A plot of friction coefficient f against Reynolds number for turbulent flow of water


Graph 3: A plot of friction coefficient f against Reynolds number for laminar flow of Ethylene Glycol


Discussion and Conclusion


The experiment was completed successfully with the required components of the practical determined. From the results obtained, the Reynolds number varied depending on the kind of flow and type of fluid. The Reynolds number increased with the increase in the flow rate as supported by the results in table 3 and 4 for the laminar and turbulent flow. The Reynolds number also depends on the type of fluid, despite the type of flow, the values of the Reynolds number shown in table 3 and 5 varied. The Reynolds number for water was much higher than for the Ethylene Glycol. This difference from the Reynolds equation was attributed by the densities of the two fluids. From the graphs plotted for the friction factor versus the Reynolds number, the two parameters were inversely correlated where an increase in the Reynolds number resulted into a decrease in the friction coefficient. Therefore, an increase in the flow velocity increases the Reynolds number and causes a decrease in the friction coefficient. The possible sources of errors for the experiment could be from inaccurate reading and recording of the data obtained and also some analytical errors.


References


Idelchik, I. E. Flow resistance: a design guide for engineers. Routledge, 2017.


Ravi, Ravi Kant, and R. P. Saini. "Nusselt number and friction factor correlations for forced convective type counter flow solar air heater having discrete multi V shaped and staggered rib roughness on both sides of the absorber plate." Applied Thermal Engineering 129 (2018): 735-746.


Maeda, A., et al. "Characterization of exchange flow in vertical pipes of circular and square cross-sections under unstable density gradient." International Communications in Heat and Mass Transfer 82 (2017): 81-88.

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