first and second order systems

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First and Second Order Systems

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  • 1

    FIRST AND SECOND ORDER SYSTEMS

    Objectives:

    To study the transient response of first-order and second-order systems.

    Block Diagram:

    Specifications:

    Product: First-order and second-order system

    Thermometer Range: -100C - 1000C

    Thermometer with thermo wellRange -10 0-1000C

    U tube manometer Tube ID (mercury) 5mm

    U tube manometer Tube ID (water) 22mm

    Heating bath Size 1.25BSP, 315mmL, SS304.

    Heater Type Electrical 2 coil, Capacity 3 KW

    Mini compressor type Diaphram

    Overall dimensions 1000Wx225Dx485H mm

    (b) First order system (a) Second order system

  • 2

    Experiment 1

    Aim:

    To study the step response of thermometer

    Theory: A thermometer bulb is a first-order system, whose response can be described by a first-order linear differential equation. The dynamic response of first-order type instruments to a step change can be represented by

    Where = temperature indicated by thermometer = Final steady state temperature T = time T = time constant The linear first order differential has the particular solution for given initial conditions,

    This represents a single exponential response. The time constant is the time required to indicate 63.2% of the complete change. The time constant T is numerically equal to the product of resistance and capacitance.

    Procedure:

    Fill the heating bath with clean water by opening the inlet valve of heating bath.

    Switch on Mains to heat the water in heating bath to its boiling point. Switch off the mains.

    The water in heating bath is now near its boiling point. Insert the thermometer in

    heating bath suddenly after noting its initial temperature.

    Note the thermometer reading till the temperature reaches at steady state.

  • 3

    Observations:

    1. Initial temperature (0C):

    2. Final temperature (0C):

    S. No. Time ( sec) Actual temperature (0C)

    1

    2

    3

    4

    ..

    Calculations:

    1. Step change = Final temp. - Initial temp. 2. Value of 63.2% of step = 0.632 x (Final temp. - Initial temp.) + Initial temp. 3. Plot the graph of Actual temperature Vs time and note the value of time at 63.2% of step change. This value is observed time constant of the thermometer. 4. Calculate theoretically predicated temperature by following equation:

    Theoretical temp =

    Initial temp. + ( step change ( 1- exp (

    5. Plot the graph of Theoretical temperature Vs time on the same graph plotted above.

    Model Graph:

  • 4

    Summary and Conclusions:

    The behavior of thermometer system is first order in nature and the theoretical step response matches with the experimental observations.

  • 5

    Experiment 2

    Aim:

    To study the step response of thermowell

    Theory: A thermometer in experiment no.1 is added with additional resistance (thermo-well) at its bulb to increase its time constant. The system can generally be considered as first order system and response can be described as a first-order linear differential equation.

    Where = temperature indicated by thermometer = Final steady state temperature T = time T = time constant The linear first order differential has the particular solution for given initial conditions,

    This represents a single exponential response. The time constant is the time required to indicate 63.2% of the complete change. The time constant T is numerically equal to the product of resistance and capacitance.

    Procedure:

    Fill the heating bath with clean water by opening the inlet valve of heating bath.

    Switch on Mains to heat the water in heating bath to its boiling point. Switch off the mains.

    The water in heating bath is now near its boiling point. Insert the thermometer in

    heating bath with thermo well suddenly after noting its initial temperature.

    Note the thermometer reading till the temperature reaches at steady state.

  • 6

    Observations:

    1. Initial temperature (0C):

    2. Final temperature (0C):

    S. No. Time ( sec) Actual temperature (0C)

    1

    2

    3

    4

    ..

    Calculations:

    1. Step change = Final temp. - Initial temp. 2. Value of 63.2% of step = 0.632 x (Final temp. - Initial temp.) + Initial temp. 3. Plot the graph of Actual temperature Vs time and note the value of time at 63.2% of step change. This value is observed time constant of the thermometer. 4. Calculate theoretically predicated temperature by following equation:

    Theoretical temp = Intial temp. + ( step change ( 1- exp (

    5. Plot the graph of Theoretical temperature Vs time on the same graph plotted above.

    Model Graph:

  • 7

    Summary and Conclusions:

    The behavior of thermometer system is first order in nature and the theoretical step response

    matches with the experimental observations. The time constant of thermo-well is more than

    that of the thermometer.

  • 8

    Experiment 3

    Aim:

    To study the step response of mercury manometer

    Theory:

    The dynamic response of a second order system to a step change can be described by a second-order differential equation. The solutions to these equations involve three cases: an under damped condition [ 1]. The response for under damped system (

  • 9

    (Where L = column length in meter, = Dynamic Viscosity kg/m.s = Mass density of the manometer fluid in kg/m3, D= tube diameter in m, G= Gravitational acceleration in m/sec2)

    Characteristics time ( ) =

    in sec.

    Frequency of damped oscillation (f) =

    Where Natural frequency ( ) =

    1. Rise time = tr is the time the indicated value takes to first reach the new steady- state value.

    2. Time to first peak = tp is the time required for the indicated value to reach its first maximum value.

    3. Response/settling time = ts is defined as the time required for the indicated value to reach and remain inside a band whose width is equal to +/-5% of the total change in . The term 95% response time sometimes is used to refer to this case. Also, values of +/-1% sometimes are used.

    4. Decay ratio ( DR ) = c/a ( where c is the height of the second peak).

    DR =

    5. Overshoot (OS) = a/b = 6. Period of oscillation = P is the time between two successive peaks or two successive valleys

    of the response.

    P =

    Procedure: Ensure that mercury level in manometer is set at 0 on the scale. Close vent connection by putting finger on it. Adjust the needle valve and vent to raise the mercury level to @200mm from 0 level. Note the mercury level reading and quickly open the vent to apply step change. Note the top peak and bottom peak readings. Also simultaneously note the period of oscillation. (This can be noted by measuring time required for 4-5 oscillations and then calculating for each oscillation)

  • 10

    Observations: Constants: Manometer fluid = Mercury

    Dynamic viscosity () = 0.0016Kg/m.s.

    Mass density () = 13550Kg/m3.

    Column length (L) = 0.760m

    Tube diameter (d) = 0.005 meter

    Step change (mm): Period of oscillation (sec):

    S. No. Actual response ( mm) Period of oscillation (sec)

    1

    2

    3

    4

    5

    Calculations: Calculate natural frequency of oscillations

    Calculate damping coefficient

    Calculate period of oscillations

    Calculate decay ratio

    Calculate overshoot

    Calculate frequency of damped oscillations

    Calculate characteristics time

    Calculate theoretical response for different time values using equation

  • 11

    Model Graph: Plot the graphs of Actual & Theoretical response Vs Time

    Summary and Conclusions: The behavior of mercury manometer system is second order in nature and the theoretical step response matches with the experimental observations.

  • 12

    Experiment 4 Aim:

    To study the step response of water manometer

    Procedure:

    Ensure that water level in manometer is set at 0 on the scale.

    Close the vent of water manometer by putting hand on it.

    Adjust the needle valve and vent to deflect the water column to @ 450mm from 0 level.

    Note the water level reading and quickly open the vent to apply step change. Note the top

    peak and bottom peak readings. Also simultaneously note the period of oscillation. (This can be

    noted by measuring time required for 4-5 oscillations and then calculating for each oscillation)

    Observations: Constants: Manometer fluid = water Dynamic viscosity () = 0.001Kg/m.s. Mass density () = 998Kg/m3 Column length (L) = 1.050m Tube diameter (d) = 0.022 meter Step change (mm): Period of oscillation (sec):

    S. No. Actual response ( mm) Period of oscillation (sec)

    1

    2

    3

    ..

    Calculations: Calculate natural frequency of oscillations

    Calculate damping coefficient

  • 13

    Calculate period of oscillations

    Calculate decay ratio

    Calculate overshoot

    Calculate frequency of damped oscillations

    Calculate characteristics time

    Calculate theoretical response for different time values using equation

    Model Graph: Plot the graphs of Actual & Theoretical response Vs Time as given in the case of Mercury manometer.

    Summary and Conclusions: The behavior of water manometer system is second order in nature and the theoretical step response matches with the experimental observations.