53:071 principles of hydraulics laboratory experiment #2 local losses in pipe flows

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53:071 Principles of Hydraulics Laboratory Experiment #2 Local Losses in Pipe Flows Li-Chuan Chen, Marian Muste, and Larry Weber

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53:071 Principles of Hydraulics Laboratory Experiment #2 Local Losses in Pipe Flows. Li-Chuan Chen, Marian Muste, and Larry Weber. Objective. To determine the head loss coefficient for a designated pipe fitting and its Reynolds’ number dependence. Principle. Apparatus — Standard Pipe. - PowerPoint PPT Presentation

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Page 1: 53:071 Principles of Hydraulics Laboratory Experiment #2 Local Losses in Pipe Flows

53:071 Principles of HydraulicsLaboratory Experiment #2

Local Losses in Pipe Flows

Li-Chuan Chen, Marian Muste, and Larry Weber

Page 2: 53:071 Principles of Hydraulics Laboratory Experiment #2 Local Losses in Pipe Flows

Objective

To determine the head loss coefficient for a designated pipe fitting and its Reynolds’ number dependence.

Page 3: 53:071 Principles of Hydraulics Laboratory Experiment #2 Local Losses in Pipe Flows

Principle

g

VKhL2

2

Page 4: 53:071 Principles of Hydraulics Laboratory Experiment #2 Local Losses in Pipe Flows

Apparatus — Standard Pipe

Geometrical characteristics for the pipeline system can be found in the appendices in the handout.

Page 5: 53:071 Principles of Hydraulics Laboratory Experiment #2 Local Losses in Pipe Flows

Apparatus — Streamlined Pipe

Geometrical characteristics for the pipeline system can be found in the appendices in the handout.

Page 6: 53:071 Principles of Hydraulics Laboratory Experiment #2 Local Losses in Pipe Flows

What are we going to do?

We are going to measure the upstream and downstream piezometric heads of a 90° bend for both standard and streamlined pipes.

Page 7: 53:071 Principles of Hydraulics Laboratory Experiment #2 Local Losses in Pipe Flows

Procedures1. Bleed the pipe system and tubings.2. Establish stabilized maximum discharge in the

system.3. Measure the water temperature.4. Record the weir notch elevation.5. Measure the datum.6. Measure the piezometric heads for Tap 11, 12, 15,

and 16.7. Measure the head on weir.8. Reduce the discharge and repeat Step 6 and 7 for

four smaller discharges.9. Switch to another pipe and repeat Step 1 to 8.

Page 8: 53:071 Principles of Hydraulics Laboratory Experiment #2 Local Losses in Pipe Flows

Data Sheet 

Standard Pipe Streamlined Pipe

Trial # 1 2 3 4 5 1 2 3 4 5

Water Temp. (F)

                   

Weir Notch Elev. (ft)

                   

Water Surface Elev. (ft)

                   

Datum (ft Hg)                   

Piez. head

(ft Hg)

Tap 11

                   

Tap 12

                   

Tap 15

                   

Tap 16

                   

Page 9: 53:071 Principles of Hydraulics Laboratory Experiment #2 Local Losses in Pipe Flows

Analysis

Compute velocity, piezometric, and energy heads at each pressure tap.Compute the loss coefficient (K) and Reynolds’ number (Re) for each trial. Plot K vs. Re for both standard and streamlined pipes.Compare the experiment results with empirical values and trends found in hydraulics and fluids textbooks.

Page 10: 53:071 Principles of Hydraulics Laboratory Experiment #2 Local Losses in Pipe Flows

Sample Result

Standard Pipe(Average = 0.509)

0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1.0

80000 90000 100000 110000 120000 130000 140000

Upstream Re

K

Page 11: 53:071 Principles of Hydraulics Laboratory Experiment #2 Local Losses in Pipe Flows

Further Consideration

Discuss the dependence of K to Re. Does it agree with the published values and trends?If the device and approach pipe are taken to be a 1:50 scale model of a prototype situation, calculate the prototype horsepower that would be required to overcome the losses in the prototype device.