Venturimeter Expt
Venturimeter Expt
Venturimeter Expt
To calibrate venturimeter with different * ratios. Determine the flow head relationship for this
flow meter.Determine the effect of Reynolds number on the coefficient of discharge (C D).
* is the ratio of throat diameter to pipe diameter
Apparatus required: CCL4manometer, Hg manometer
Theory:
Flow meters are used in the industry to measure the volumetric flow rate of fluids. Differential
pressure type flow meters ( Head flow meters)measure flow rate by introducing a constriction in the
flow. The pressure difference caused by the constriction is correlated to the flow rate using
Bernoulli’s theorem.
Venturi meter:
One of the disadvantages of orifice meters is the large irreversible pressure loss across the orifice,
which results in substantial pumping costs in case of large diameter pipes. However, the same
principle can be exploited with only minimal pressure loss with the use of a Venturi meter. In this
case, the meter consists of a section with both a smooth contraction and a smooth expansion.
Because of the smoothness of the contraction and expansion, the irreversible pressure loss is low.
However, in order to obtain a significant measurable pressure drop, the downstream pressure tap is
placed at the “throat” of the meter; i.e., at the point of the smallest diameter. Venturimeter is used
to measure the rate of flow through a pipe. Venturimeter consists of a converging portion, throat
and a diverging portion. The function of the converging portion is to increase the velocity of the fluid
and temporarily lower its static pressure. The pressure difference between inlet and throat is
developed. This pressure difference is correlated to the rate of flow. The expression for theoretical
flow rate is obtained by applying the continuity equation and energy equation at inlet and throat
section.
For measuring discharge we should apply Bernoulli’s equation at point 1 and at point 2.The following
treatment is limited to incompressible fluids. Friction is neglected , the meter is assumed to be
horizontal and there is no pump. If v 1 and v2 are the average velocities at point 1 and point 2
respectively and is the density of fluid.
Since
------(1)
------------(2)
--------(3)
--------- (4)
where d1 and d2 are the diameters at point 1(pipe) and at point 2(throat) respectively.
Now putting the value of V2 in the above expression (1) and if =d2/d1, we have
Q=A2V2-----------(6)
Qth is the theoretical flow rate as computed from Eq.(6) and applies to frictionless flow of
incompressible fluids. Actual flow includes frictional loss between point 1 and 2.So to account for
small friction between points 1 and 2,
Where CD is called as co-efficient of discharge and it depends upon the type of flow, type of fluid and
dimensions of venture tube and pipe.
For a well designed venture the constant CD is about 0.98 for pipe diameters of 2 to 8inches and
about 0.99 fro larger sizes.
The pressure recovery is much better for the venturi meter than for the orifice plate.
The main advantages of the Venturi over the orifice plate are :
The venturi tube is suitable for clean, dirty and viscous liquid and some slurry services
self-cleaning
Procedure:
Keep the bypass valve completely open and the main valve completely closed. Switch on the
pump.
Open the main valve and set a flow rate of water using the rotameter.
Note down the rotameter reading and manometer reading after a steady state is attained.
Increase the flow rate by opening the main valve and throttling the bypass valve suitably and
repeat step 4.
Repeat the experiment with different ratios and with different fluids.
Data:
Diameter of the pipe = d = cm
Diameter of the venture throat= d t= cm
Density of CCL4 = CCL4 = kg/m3
Observations :
Calculations :
Flow rate: Hm= cm of manometric fluid.
Volumetric flow rate = Q = m3/s
= m of H2o
m= density of manometric fluid.
Results:
Report on calibration
Report the Cd