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Tuesday, 14 August 2018

coefficient of discharge of liquid using Rotometer



Name of the Experiment
Determination of coefficient of discharge of liquid using  Rotometer
Theory

            A flow meter is used to measure the flow rate of fluid in a pipe. A Rotometer consists of a transparent pipe of variable cross sectional area in which a float is provided. When a fluid flows up in the pipe, it lifts the float and the measure of the lift is proportional to the flow rate. The Rotometer is calibrated by the manufacturer. These meters are widely used in industrial piping applications. The range of the Rotometer is normally limited.
            The experimental setup consists of a pipe line connected to the Rotometer. The pipe line is provided with a flow control valve at the outlet.

List of Equipment needed

1. Collecting tank.
2. Stop clock
3. Orifice.
4. Inside caliper
5. Measuring tape.                           

Procedure

1.     The internal cross sectional area of the collecting tank is measured.
2.     Open the flow control valve and allow a certain flow rate in the pipe.
3.     Observe the Rotometer float position.( i.e.), this directly indicates the flow rate in LPM.
4.     Collect the water in the collecting tank. Close the drain valve and find the time taken for 10 cm. rise in the tank.
5.     Repeat the same procedure for various Rotometer readings.
6.     The aggregates should then be placed in an oven at a temperature of 100 to 110oC for 24hrs. It should then be removed from the oven, cooled and weighed (Weight ‘B’)

Observation and Tabulation
S.No
Rotometer Reading (Qth) LPM
Time taken for 5cm raise in collecting tank in s
Qact
Cd






















Length of the collecting tank ,L        =
Breadth of the collecting tank ,B      =
Area of the collecting tank, A            =
Rise of water in the collecting tank    =

  
Calculation

            i) Actual discharge Q act =Ah/t m3/sec.
           ii) Coefficient discharge, Cd= Qact/Qth.
                                   H= x(Sm/Sw-1)
       Where,           A= Area of collecting tank in m2.
h = 10 cm rise of water in the collecting tank in mm.
                             t = Time taken foe 10m rise of water in sec.

Result and Discussion
GRAPH:
          A graph was plotted by log-H along x-axis and log-Qact along y-axis.
RESULT:
The coefficient of discharge of the orifice is
                   1.From tabulation=
                   2.From graph=

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