Question

1. Calculate the experimental head loss from the readings taken in the manometer below and compare them with theoretical predictions. NOTE: The table is only provided for inputting the answers. The only given parameters are the temperature of the water, flow rate and manometer reading. Calculate the velocity, Reynolds Number, Darcy Friction Factor, Theoretical Head Loss and Experimental Head Loss.

2. Compare the differences of using a Moody Chart and the Haaland Approximation of the Darcy Friction Factor by calculating the theoretical and experimental head loss (hL) from the conditions above in Q1.

Temperature (degrees Celsius) Flow Rate (L/min) Manometer Reading (mmHg) Velocity (m/s) Reynolds Number, Re Darcy Friction Factor, f Theoretical Losses, hL (m) Experimental Losses, hL (m)
24.0 8 6
24.0 16 22
24.0 24 46
24.0 32 79
24.0 40 117

HINT: Use the Darcy Equation and Reynolds Number provided below.

?? = ??? 2gd where f = Darcy Friction Factor calculated from the Haaland Approximation of the Darcy Friction Factor \frac{1}{\sqrt{f}} = -1.8 log[\frac{6.9}{Re} +(\frac{\varepsilon /d}{3.7})^{1.11}] where \varepsilon is the nominal roughness given as 1.5\times 10^{-3} mm, l = length of the pipe given as 1.22 m, v = mean velocity of flow in the pipe (m/s) and d = diameter of the pipe given as 0.01384 m.

Re = \frac{\rho vd}{\mu } where \rho = mass density of water (kg/m3), v = Mean velocity of flow in the pipe (m/s), d = diameter of the pipe given as 0.01384 m and \mu = dynamic viscosity (Pa . s). NOTE: The temperature of the water during testing was 24 degrees Celsius.

0 0
Add a comment Improve this question Transcribed image text
Know the answer?
Add Answer to:
1. Calculate the experimental head loss from the readings taken in the manometer below and compare...
Your Answer:

Post as a guest

Your Name:

What's your source?

Earn Coins

Coins can be redeemed for fabulous gifts.

Not the answer you're looking for? Ask your own homework help question. Our experts will answer your question WITHIN MINUTES for Free.
Similar Homework Help Questions
  • EDIT: The fluid in the system is water. There is no data regarding the inclination of...

    EDIT: The fluid in the system is water. There is no data regarding the inclination of the pipe. It's known that the equipment used includes a fluid flow piping system (AFT), hydraulic bench (FME00), barometer, and psychrometer. Also added an appendix that has recommended equations. Need help on a fluid mechanics friction problem Given: Pipe Diameter=23mm Length=1000mm Temperature = 70 Celsius Flow rate = 1400 L/hr Water column LP1= 330mm Water column LP2=90mm Find: Flow rate m^3/s, Velocity m/s, Temp...

  • Oilspecific gravity 0.85 and dynamic viscosity 1.52 x 103 Pa.s to flow in a 550 mm diameter uPVC ...

    help me to answer question 9,11,13 please Oilspecific gravity 0.85 and dynamic viscosity 1.52 x 103 Pa.s to flow in a 550 mm diameter uPVC pipe. The allowable friction head loss is imited to 15 m and length of pipe is 100 m. al using Darcu-Weisbach formula, determine the flow velocity, the friction factor and the flow rate. using Hazen-Wiiams formula, determine the velocity and the flow rate. MoN 10 Water must flow in a straight 450 mm diameter galvanized...

  • The hydraulic head loss in a pipe may be determined by the Darcy-Weisbach Equation as follows: H=(f*L*V^2)/(2*D*g) Where...

    The hydraulic head loss in a pipe may be determined by the Darcy-Weisbach Equation as follows: H=(f*L*V^2)/(2*D*g) Where L is the length of the pipe, V is the follow velocity of water in a pipe, D is the pipe diameter, f is the coefficient of friction and g is the gravitational acceleration (32.2 ft/sec^2) Suppose the length of the pipe L has a constant length of 10 ft and the pipe has a constant diameter of .5 ft. The coefficient...

  • Water flows from one large reservoir to another via a pipeline which is 0.9 m in...

    Water flows from one large reservoir to another via a pipeline which is 0.9 m in diameter, 15km long, and for which f-0.04. The difference in height between the water surface levels in the two reservoirs is 50m. (a) Ignoring the minor losses in the pipeline, calculate the flow rate between the two reservoirs. (b) Assuming that the pipeline entrance and exit are sharp and that the minor losses are as in Table 1, calculate the discharge now. What is...

  • Prob em 1 pts in Lab 03 water friction, for the dark blue circuit the head loss h h1-h2 across bend "C" at 30% and 40% flow are recorded in the table 3 I below. The actual flow rates, R...

    Prob em 1 pts in Lab 03 water friction, for the dark blue circuit the head loss h h1-h2 across bend "C" at 30% and 40% flow are recorded in the table 3 I below. The actual flow rates, Reynolds number, Blasius friction factor, and required water and pipe properties are included in the table. From the given information, complete cells L16, M10, M12, M16, NI0, N12,NI6,010, 012 and O16 in table 3.1 and determine the average minor loss coefficient...

  • Prob em 1 pts in Lab 03 water friction, for the dark blue circuit the head loss h h1-h2 across bend "C" at 30% and 40% flow are recorded in the table 3 I below. The actual flow rates, R...

    Prob em 1 pts in Lab 03 water friction, for the dark blue circuit the head loss h h1-h2 across bend "C" at 30% and 40% flow are recorded in the table 3 I below. The actual flow rates, Reynolds number, Blasius friction factor, and required water and pipe properties are included in the table. From the given information, complete cells L16, M10, M12, M16, NI0, N12,NI6,010, 012 and O16 in table 3.1 and determine the average minor loss coefficient...

  • Question #1 : a) Why liquids are usually transported in circular pipes? b) Which fluid at...

    Question #1 : a) Why liquids are usually transported in circular pipes? b) Which fluid at room temperature requires a larger pump to flow at a specified velocity in a given pipe; water or engine oil? Why? c) Consider the flow of air and water in pipes of the same diameter, at the same temperature, and at the same mean velocity. Which flow is more likely to be turbulent? Why? d) How is head loss or energy loss related to...

  • Q2 (12): Th and parallel pipes BC and BD. The head loss between the lower reservoir...

    Q2 (12): Th and parallel pipes BC and BD. The head loss between the lower reservoir and the pump can be ignored. The Darcy friction factor of each pipe is f 0.022. If the flow in pipe AB is 0.20 m'/s and AZ is 10.4 m, determine the total head of pump. What is daily power input (in the unit of Kw-hr) if the pump is running at 80% efficiency? e system shown in the following figure consists of two...

  • how to find the friction factor by using only experimental data, not the theoretical. Mann Tahoma...

    how to find the friction factor by using only experimental data, not the theoretical. Mann Tahoma 11 Al Paste B I U abe X, X A- Aa-A Font 21 Paragraph Clipboard 2 RESULT 2.1 Experiment 1: Smooth Pipe Test section: Smooth pipe Test section diameter: 0.0254m Area="de = 5.067x10-4m Water temperature : 27°C Density at 27°C: 996.59 kg/m3 Dynamic viscosity at 27°C: 0.8509x10-3 Pas Clipboard Font Paragraph Styles 1.0 7.00 16.66 18.84 17.75 27.3 22.5 24.9 9.2 9.1 9.15 Experimental...

  • 11. The head loss due to friction is found to be 12 m when water flows...

    11. The head loss due to friction is found to be 12 m when water flows 2.5 m/s in a 60-cm- diameter horizontal pipe. The pipe has a friction factor of 0.013. What is the length of the pipe over which these losses are measured? a) L= 120 m b) L=620 m c) L = 1200 m d) L = 1700 m

ADVERTISEMENT
Free Homework Help App
Download From Google Play
Scan Your Homework
to Get Instant Free Answers
Need Online Homework Help?
Ask a Question
Get Answers For Free
Most questions answered within 3 hours.
ADVERTISEMENT
ADVERTISEMENT