Flow Measurements Using Orifice by 86X4kk39

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									                  Flow Measurements Using Orifice
                                        Objective
To calibrate an orifice meter for flow measurements in small tubing and to become
familiar with computer data acquisition.

                                        Discussion
   In engineering practice, it is rarely possible to measure the rate of flow of a fluid by a
direct volumetric or gravimetric determination. Frequently, the metering is accomplished
by the observation of some measurable quantity related to the rate of discharge. Orifices,
nozzles, Pitot and Venturi tubes produce a differential pressure related to the flow
velocity. The differential pressure can be measured with a manometer, pressure gauge or
pressure sensor. Pressure sensors are widely used because they provide a voltage output
that can be monitored easily by computer.

                              Signal Monitor Software
   The Signal Monitor software can be used to acquire data from a pressure sensor
connected to an orifice meter and from a pressure sensor used as a volume detector.
(information                      is                   available                 at
http://ceeserver.cee.cornell.edu/mw24/Software/signal_monitor.htm)

                                    Pressure Sensor
   The pressure sensor used for this experiment measures the differential pressure
between two ports. The pressure sensor has a range of 0 to 200 kPa with a corresponding
output voltage
range of 0 to
100 mV. The                                           Volumetric Detector
pressure sensor
output can be
scaled    using
conversion
files.     The
pressure
sensors     are
connected as                         Orific
shown        in
Figure 1.                               200 kPa

                                                                          Valve      7 kPa


                        Reducer Valve



                  Figure 1. Schematic of the experimental setup.
Orifice Calibration
   The change in piezometric head
resulting from the flow of a fluid
through an orifice is obtained by
application of the energy equation
between a cross section upstream and
a cross section at the vena contracta.
Several different locations are
commonly used for the pressure taps
and the pressures measured are
strongly dependent on the pressure tap Figure 2. . Location of the pressure taps on the
location. Some kinetic energy is laboratory orifice meter.
converted back to potential energy
downstream from the vena contracta.
The pressure tap locations in the laboratory orifice meter are configured as shown in
Figure 2.
   The orifice equation contains an empirically determined coefficient, Korifice, that is a
function of the orifice Reynolds number (based on the orifice diameter).

                          Q  Korifice Aorifice 2 gh                           1.1
The orifice coefficient is a weak function of Reynolds number.

Scope of Experiment
  In this laboratory you will calibrate one orifice plate.

                                        Procedure
Pressure Sensor Scaling and Monitoring
1) Start the Signal Monitor software to monitor the pressure sensors.
2) Connect the high-pressure port of the 200 kPa pressure sensor to the middle row of
   ports.
3) Connect the high-pressure port of the 7 kPa pressure sensor to the upper row of ports.
4) Apply scaling to the sensors so that the 7 kPa sensor output is in mL of water using
   the volumetric detector and the 200 kPa sensor output is in cm.
5) Set the data rate to 1 Hz by averaging 50 points.

Orifice Calibration
1) Connect the 200-kPa pressure sensor to the orifice meter. The high-pressure port
   should be connected to the upstream pressure tap (2.5 D upstream from orifice plate).
   The bore of the orifice plate is 1.59 mm.
2) Connect the 7-kPa pressure sensor to the port at the base of the volumetric detector.
3) Connect the orifice meter to the supply and drain lines.
4) Insert the drain line into the small tube at the top of the volumetric detector
5) Open the flow control valve very slowly! Water hammer from a surge of water
   through an air filled orifice tube can damage the pressure sensor.
6) After the tubing has filled with water and there is a small amount of water in the
   volumetric detector turn off the water and then subtract the offset voltage from both
   sensors.
7) Adjust the flow control valve to obtain the desired flows and measure the actual flows
   and the pressure drops. Use Table 1 as a guide. For each flow you can use the slope of
   the output from the volumetric detector to estimate the flow rate. After you have the
   flow set then you can log data to file.

Table 1. Recommended measurements.
 Suggested flow rate (mL/s)         actual flow (mL/s)              ∆h (cm)
              25
              20
              15
              10
               8
               6
               4


Report
  Before leaving the lab complete #2 below and show your results to the TA. Make sure
you will be able to answer all of the questions below!
  Write a discussion and conclusion for the results of this experiment, incorporating
answers to the following items. Include your raw data as an appendix.
1) Explain how you obtain the actual flow rate for each run from the output of the
   volumetric detector.
2) Create a graph showing the relationship between the orifice coefficient and Reynolds
   number.
3) Identify the major sources of error for this experiment and comment on which errors
   are potentially most significant.
4) The pressure sensor accuracy is approximately 1% of full scale. What is the flow rate
   that corresponds to 1% of the full-scale voltage? How does this affect your accuracy
   at a flow rate of 4 mL/s?
5) Calculate the velocity in the orifice at the highest flow rate achieved. Estimate the
   absolute pressure in the small orifice at the highest flow rate achieved. State your
   assumptions and show your work. Was the orifice in danger of cavitation? Hint: the
   pressure at the effluent is atmospheric!

								
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