ECE 576 – Power System Dynamics and Stability Prof. Tom Overbye University of Illinois at Urbana-Champaign 1 Lecture 26: Modal Analysis,

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ECE 576 – Power System Dynamics and Stability Prof. Tom Overbye University of Illinois at Urbana-Champaign 1 Lecture 26: Modal Analysis, Power System Stabilizers (PSSs) Special Guest Lecture by TA Soobae Kim

Announcements Read Chapters 8 and 9 Homework 8 should be completed before final but need not be turned in Final is Wednesday May 14 at 7 to 10pm Key papers for book's approach on stabilizers are – F.P. DeMello and C. Concordia, "Concepts of Synchronous Machine Stability as Affected by Excitation Control, IEEE Trans. Power Apparatus and Systems, vol. PAS-88, April 1969, pp – W.G. Heffron and R.A. Philips, "Effects of Modern Amplidyne Voltage Regulator in Underexcited Operation of Large Turbine Generators," AIEE, PAS-71, August 1952, pp

Example: Bus 4 with GENROU Model The eigenvalues can be calculated for any set of generator models This example replaces the bus 4 generator classical machine with a GENROU model – There are now six eigenvalues, with the dominate response coming from the electro-mechanical mode with a frequency of 1.83 Hz, and damping of 6.92% 3

Example: Bus 4 with GENROU Model and Exciter Adding an relatively slow EXST1 exciter adds additional states (with K A =200, T A =0.2) – As the initial reactive power output of the generator is decreased, the system becomes unstable 4 Case is saved as B4_GENROU_Sat_SMIB

Example: Bus 4 with GENROU Model and Exciter With Q 4 = 25 Mvar the eigenvalues are And with Q 4 =0 Mvar the eigenvalues are 5

Example: Bus 4 with GENROU Model and Exciter Graph shows response following a short fault when Q4 is 0 Mvar This motivates trying to get additional insight into how to increase system damping, which is the goal of modal analysis 6

Modal Analysis - Comments Modal analysis or analysis of small signal stability through eigenvalue analysis is at the core of SSA software In Modal Analysis one looks at: – Eigenvalues – Eigenvectors (left or right) – Participation factors – Mode shape Power System Stabilizer (PSS) design in a multi- machine context is done using modal analysis method. 7 Goal is to determine how the various parameters affect the response of the system

Eigenvalues, Right Eigenvectors For an n by n matrix A the eigenvalues of A are the roots of the characteristic equation: Assume 1 … n as distinct (no repeated eigenvalues). For each eigenvalue i there exists an eigenvector such that: v i is called a right eigenvector If i is complex, then v i has complex entries 8

Left Eigenvectors For each eigenvalue i there exists a left eigenvector w i such that: Equivalently, the left eigenvector is the right eigenvector of A T ; that is, 9

Eigenvector Properties The right and left eigenvectors are orthogonal i.e. We can normalize the eigenvectors so that: 10

Eigenvector Example Right Eigenvectors 11

Eigenvector Example Left eigenvectors We would like to make This can be done in many ways. 12

Eigenvector Example It can be verified that W T =V -1. The left and right eigenvectors are used in computing the participation factor matrix. 13

Modal Matrices The deviation away from an equilibrium point can be defined as From this equation it is difficult to determine how parameters in A affect a particular x because of the variable coupling To decouple the problem first define the matrices of the right and left eigenvectors (the modal matrices) 14

Modal Matrices It follows that To decouple the variables define z so Then Since  is diagonal, the equations are now uncoupled with So 15

Modal Matrices Thus the response can be written in terms of the individual eigenvalues and right eigenvectors as Furthermore with So z(t) can be written as using the left eigenvectors as 16 Note, we are requiring that the eigenvalues be distinct!

Modal Matrices We can then write the response x(t) in terms of the modes of the system So C i represents magnitude of excitation of the i th mode resulting from the initial conditions. 17

Numerical example 18

Numerical example (contd) 19

Numerical example (contd) 20 Because of the initial condition, the 2 nd mode does not get excited

Mode Shape, Sensitivity and Participation Factors So we have x(t) are the original state variables, z(t) are the transformed variables so that each variable is associated with only one mode. From the first equation the Right Eigenvector gives the “mode shape” i.e. relative activity of state variables when a particular mode is excited. For example the degree of activity of state variable x k in v i mode is given by the element V ki of the the Right Eigenvector matrix V 21

Mode Shape, Sensitivity and Participation Factors The magnitude of elements of v i give the extent of activities of n state variables in the i th mode and angles of elements (if complex) give phase displacements of the state variables with regard to the mode. The left eigenvector w i identifies which combination of original state variables display only the i th mode. 22

Eigenvalue Parameter Sensitivity To derive the sensitivity of the eigenvalues to the parameters recall Av i = i v i ; take the partial derivative with respect to A kj by using the chain rule 23

Eigenvalue Parameter Sensitivity This is simplified by noting that by the definition of w i being a left eigenvector Therefore Since all elements of are zero, except the k th row, j th column is 1 Thus 24

Sensitivity Example In the previous example we had Then the sensitivity of 1 and 2 to changes in A are For example with 25

Participation Factors The participation factors, P ki, are used to determine how much the k th state variable participates in the i th mode The sum of the participation factors for any mode or any variable sum to 1 The participation factors are quite useful in relating the eigenvalues to portions of a model For the previous example P would be 26

PowerWorld SMIB Participation Factors The magnitudes of the participation factors are shown on the PowerWorld SMIB dialog The below values are shown for the four bus example with Q 4 = 0 27