Saturday, October 27, 2018

RESPONSE OF SECOND ORDER SYSTEMS (Step Change)

EXPERIMENT 

RESPONSE OF SECOND ORDER SYSTEMS (Step Change)   

1. OBJECTIVE 

To study the response of second order system subjected to step change.

2. INTRODUCTION 

Second order response



3. EXPERIMENTAL SET-UP

Experimental Setup of second order system

The above apparatus used to study the response of second order system subjected to step change. Two U tube manometer with water and mercury inside them are used. The inside diameter of the tube which is filled with mercury is 5 mm and tube which is filled with water have 22mm inside diameter. Two valves are provided to control the amount of change. The length of the fluid column in the manometer is L. At time t = 0, a pressure difference is imposed across the legs of the manometer and impulsively released.

4.      PROCEDURE

1.      The mercury should be at equal lengths on both the arms
2.      The vent connection is closed by putting a finger on it
3.      The needle valve and the vent are adjusted to raise the mercury to 200mm or above from the original level
4.      Note the mercury level and remove the finger from the vent and start recording the oscillations
5.      The process is repeated for different values of step change
6.      Repeat steps 1-5 for water manometer

5.    RESULTS
Plots for theoretical and Experimental data for mercury manometer
 Above Figures shows the plot between the manometer responses with respect to time. It can be observed that the theoretical and experimental values are different and reach to their steady state conditions are different response times. System is underdamped with damping coefficient <1.  Characteristics Time, Natural Frequency, Frequency of Damped Oscillations are 0.197, 31.924 and 5.080 respectively. Decay Ratio, Overshoot and period of oscillation for mercury manometer are 0.911, 0.954 and 0.197 respectively. 
Plots for theoretical and Experimental data for water manometer
Above Figures shows the plot between the manometer responses with respect to time. It can be observed that the theoretical and experimental values are almost same and reach to their steady state conditions are different response times. System is underdamped with damping coefficient <1.  For mercury manometer, Characteristics Time, Natural Frequency, Frequency of Damped Oscillations are 0.231, 27.160 and 4.343 respectively. Decay Ratio, Overshoot and period of oscillation for mercury manometer are 0.953, 0.976 and 0.231 respectively for mercury manometer.

6.      CONCLUSION


The aim of this experiment was to study the response of a second order system. The system under consideration was a mercury manometer and a water manometer. . System is underdamped with damping coefficient <1.  Characteristics Time, Natural Frequency, Frequency of Damped Oscillations are 0.197, 31.924 and 5.080 respectively. Decay Ratio, Overshoot and period of oscillation for mercury manometer are 0.911, 0.954 and 0.197 respectively. For water manometer, Characteristics Time, Natural Frequency, Frequency of Damped Oscillations are 0.231, 27.160 and 4.343 respectively. Decay Ratio, Overshoot and period of oscillation for mercury manometer are 0.953, 0.976 and 0.231 respectively for water manometer.

7.      REFERENCES


[1]
D. R. Coughanowr and S. E. LeBlanc, "Higher-Order Systems : Second Order and Transportation Lag," in Process System Analysis and Control, New York, McGraw Hills, 2009, p. 137.
[2]
D. R. Coughanowr and S. E. LeBlanc, "Higher-Order Systems: Second Order and Transportation Lag," in Process System Analysis and Control, New York, McGray Hills, 2009, p. 141.
[3]
D. R. Coughanowr and S. E. LeBlanc, "HIgher-Order Systems: Second Order and Transportation Lag," in Process System Analysis and Control, New York, McGraw Hills, 2009, pp. 142-144.

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