59
6.1 Chapter 6 Small Signal Stability Analysis Small-signal stability is the ability of the system to be in synchronism when subjected to small disturbances. The disturbances can be switching of small loads, generators or transmission line tripping etc. The small-signal instability can lead to oscillations in the system. There are three modes of oscillations due to small disturbances 1. Local modes of oscillations are due to a single generator or group of generators oscillating against the rest of the system. 2. Intra-plant modes of oscillations are due to oscillations among the generators in the same plant. The typical frequencies of oscillations of local and intra plant modes are in the range of 1 Hz to 2 Hz. 3. Inter area modes of oscillations are due to a group of generator in one area oscillating together against another group of generators in a different area. The typical frequency range of inter area mode of oscillations are 0.1 Hz to 0.8 Hz. Local, intra-plant and inter-area are electromechanical modes of oscillations in which the rotor angle and the speed of the generators oscillate. Apart from electromechanical modes of oscillations there can be control modes, due to lack of proper tuning of controller like voltage regulator of an excitation system, and torsional mode of oscillations due to oscillations in the turbine-generator shafts. The main idea behind small signal stability analysis is that the power system, which is nonlinear, for small disturbances can be linearized around the steady state operating point as the system will be oscillating in a small area around the steady state operating point. Once the nonlinear system is linearized around an operating point linear control theory can be applied to assess the stability of the system. Before understanding how to asses small signal stability of a system some terms used in control theory should be defined.

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Page 1: Chapter6

6.1

Chapter 6 Small Signal Stability Analysis

Small-signal stability is the ability of the system to be in synchronism when

subjected to small disturbances. The disturbances can be switching of small loads,

generators or transmission line tripping etc. The small-signal instability can lead to

oscillations in the system. There are three modes of oscillations due to small

disturbances

1. Local modes of oscillations are due to a single generator or group of

generators oscillating against the rest of the system.

2. Intra-plant modes of oscillations are due to oscillations among the generators

in the same plant. The typical frequencies of oscillations of local and intra

plant modes are in the range of 1 Hz to 2 Hz.

3. Inter area modes of oscillations are due to a group of generator in one area

oscillating together against another group of generators in a different area. The

typical frequency range of inter area mode of oscillations are 0.1 Hz to 0.8 Hz.

Local, intra-plant and inter-area are electromechanical modes of oscillations in

which the rotor angle and the speed of the generators oscillate. Apart from

electromechanical modes of oscillations there can be control modes, due to lack of

proper tuning of controller like voltage regulator of an excitation system, and

torsional mode of oscillations due to oscillations in the turbine-generator shafts. The

main idea behind small signal stability analysis is that the power system, which is

nonlinear, for small disturbances can be linearized around the steady state operating

point as the system will be oscillating in a small area around the steady state operating

point. Once the nonlinear system is linearized around an operating point linear control

theory can be applied to assess the stability of the system. Before understanding how

to asses small signal stability of a system some terms used in control theory should be

defined.

Page 2: Chapter6

6.2

6.1 Fundamental Concepts of Stability of a Dynamic System

Any dynamic system can be represented as

( ) ( ), ( )x t f x t u t (6.1)

( ) ( ), ( )y t g x t u t (6.2)

Where, ( )x t is called as a state variable, ( )u t is the control input, ( )y t is the

system output. ( ), ( )f x t u t , ( ), ( )g x t u t are the functions dependent on the state

variable and the control input. For a multi-variable, multiple-input multiple-output

(MIMO) linear time-invariant system equations (6.1) and (6.2) can be written as

( ) ( ) ( )t t t X AX BU (6.3)

( ) ( ) ( )t t t Y CX DU (6.4)

In equations (6.3) and (6.4), ( )tX is called as the state vector, ( )tU is the

control input vector, ( )tY is the output vector, A is the state matrix, B is the input

matrix, C is the output matrix and D is the feed forward matrix. State variables are

the minimum number of variables in a system that can completely define the dynamic

behaviour of that system. If ( )tX is defined as

1

2

1

( )

( )( )

( )n n

x t

x tt

x t

X

(6.5)

Then the n state variables define the behaviour of the system. State space is the

n -dimensional space created by the n state variables. Equations (6.3) and (6.4)

together are called as state space representation of a dynamic system. The solution of

equations (6.3) and (6.4) can be obtained using Laplace transforms. Applying Laplace

transforms to equations (6.3) and (6.4), assuming an initial condition (0)X , we get

Page 3: Chapter6

6.3

( ) (0) ( ) ( )s s X s s X AX BU (6.6)

( ) ( ) ( )s s s Y CX DU (6.7)

on further simplification

1( ) (0) ( ) (0) ( )

adj ss s X s X s

s

I A

X I A BU BUI A

(6.8)

1( ) (0) ( ) ( )s s X s s

Y C I A BU DU (6.9)

Suppose the initial condition is taken as zero and assume there is no feed forward

from the input to the output then for a single-input single-output system (SISO)

1( )

( )

adj sY ss

U s s

I A

C I A B C BI A

(6.10)

Equation (6.10) shows the transfer function between the output ( )Y s and the

input ( )U s . The denominator in equation (6.10) is a thn order polynomial equation

called as characteristic equation and the roots of the equation are called as eigen

values. The roots of the characteristic equation or the eigen values can be computed

by finding the n solutions of the equation given in equation (6.11)

0s I A (6.11)

6.2 Eigen Properties

The eigen values corresponding to the state matrix A have certain properties.

Let the n eigen values be represented as 1 2, ,......, n then for an thi eigen value

i i i A (6.12)

0i i A I (6.13)

Page 4: Chapter6

6.4

i is called as the right eigen vector corresponding to the eigen value i . Similarly a

left eigen vector i corresponding to the eigen value i can be defined as

i i i A (6.14)

0i i A I (6.15)

The left and right eigen vectors corresponding to different eigen values are orthogonal

which means that

0j i j i (6.16)

i i iC (6.17)

Where, iC is a constant. Usually, equation (6.17) can be normalized so that the

maximum value will be 1 and hence

1i i (6.18)

Let, the right and left eigen vector matrices be defined as

1 2

1 2

[ ]

[ ]

n

T T T Tn

Φ

Ψ

(6.19)

From equations (6.16) to (6.18), and the eigen vector matrices defined in equation

(6.19) the following expression can be written

ΨΦ I (6.20)

1Ψ Φ (6.21)

Let, a n dimensional diagonal matrix of eigen values be defined as

Page 5: Chapter6

6.5

1 0

0 n

Λ

(6.22)

Then, from equation (6.12)

AΦ ΦΛ (6.23)

Pre multiplying equation (6.23) with 1Φ lead to

1 Λ Φ AΦ ΨAΦ (6.24)

, ,Ψ Φ Λ are of size n n and are called as modal matrices.

6.3 Stability of Homogenous or Unforced System

To understand the stability of a system let us take a homogenous or unforced

system that is there is no external input to the system and the response is a natural

response. Hence, in the dynamic system given in equation (6.3) the control input

vector is zero and the state space representation of the system is given as

( ) ( )t tX AX (6.25)

The stability of a system can be better understood through the use of modal

matrices rather than the state matrix A . This is because the state matrix is not a

diagonal matrix and hence cross coupling terms between states will be present. Let a

new state vector can be defined as

( ) ( )t tX ΦZ (6.26)

Substituting equation (6.26) in equation (6.25) lead to

( ) ( )t tΦZ AΦZ (6.27)

Page 6: Chapter6

6.6

1( ) ( ) ( ) ( )t t t t Z Φ AΦZ ΨAΦZ ΛZ (6.28)

Since, the matrix Λ is a diagonal matrix with eigen values as its elements, each

dynamic state can be represented in terms of a single state variable leading to

decoupling of states. This can be represented as

( ) ( ) 1,2,.....i i iz t z t for i n (6.29)

The solution of equation (6.29), with initial condition taken as (0)iz for 1,2,.....i n ,

is given as

( ) (0) 1,2,.....ii iz t e z for i n (6.30)

From equation (6.30) the stability of the system can be assessed as following [1]:

1. If all the eigen values are on the left half of s -plane that is the real part of the

eigen values should be having a negative value then the system is stable. From

equation (6.28) it can be seen that with the eigen values on the left side of s -

plane as time moves towards infinite the state variables will reach their initial

conditions making the system stable. This is called as asymptotic stability.

2. If at least one of the eigen values is on the right side of s -plane that is the real

part of the eigen value is positive then the system is unstable. With at least one

eigen value with positive real part it can be observed from equation (6.30) that

the state variable can never come back to its initial condition. This is called as

aperiodic instability.

3. The eigen values of a system with a real state matrix have complex conjugate

pairs of eigen values. If at least one of the complex conjugate pair lies on the

imaginary axis of the s -plane then the system becomes oscillatory. This is

called as oscillatory instability.

4. If at least one eigen value is on the origin then the system stability cannot be

assessed.

Page 7: Chapter6

6.7

From equation (6.26), the initial value of the original state vector in terms of the new

state vector can be written as

(0) (0)X ΦZ (6.31)

1(0) (0) (0) Z Φ X ΨX (6.32)

(0) (0)i iz X (6.33)

Hence,

1

21 2

1 1 2 2

1

( ) ( )

( )

( )

( )

( ) ( ) ( )

( )

n

n

n n

n

i ii

t t

z t

z t

z t

z t z t z t

z t

X ΦZ

(6.34)

Since, the new state variables ( )tZ are directly related to eigen values and each

of the new sate variables corresponds to exactly one eigen value, it can be observed

from equation (6.32) that the right eigen vector i corresponds to the activity of the

state variables ( )tX in thi mode. For example the state variable jx activity in thi

mode is given by the element ji and the direction of its activity is given by the angle

of ji . Similarly, i show the contribution of the state variables ( )tX in an thi mode

which can be observed from equations (6.30) and (6.33). For example ij shows the

contribution of the state variable jx in the thi mode. The total effect of activity and

contribution of a state variable jx in the thi mode is then given as ji ij . Hence, the

combined effect of activity and contribution of a state variable in a particular mode

can be represented as a matrix called as participation factor. The participation factor

matrix is given as

Page 8: Chapter6

6.8

1 2 n n nP P P P (6.35)

1 1

2 2 for 1, 2,.... modes

i i

i ii

ni in

i n

P

(6.36)

As the right and left eigenvectors are normalized the sum of the elements of the

participation factor matrix corresponding to an thi mode will be 1

1n

kik

P

. Similarly,

the sum of the elements of the participation factor matrix corresponding to a thk state

will be1

1n

kii

P

.

6.4 Algorithm to Find Eigen Values and Eigen Vectors

In 1960 G. C. Frances [2] has proposed an algorithm named as QR to find the

eigen values and eigen vectors. Though many modifications have been suggested to

this algorithm the underlying principle is same. Here QR algorithm will be discussed.

Before discussing QR algorithm some terms need to be defined.

Unitary matrix: a unitary matrix U is an orthogonal matrix with the property

T UU I if U is real and *T UU I if U is complex, where I is an identity matrix

with same size as U .

Similarity transformation: If a matrix A be transformed by a transformation matrix

T such that -1T AT B and if the eigen values of the matrices A , B are same then

transformation is called as similarity transformation and the matrices A , B are called

as similar matrices.

Hessenberg Matrix: A matrix G is said to be an Hessenberg matrix if the elements

below the sub-diagonal are zeros. Householder’s transformation can be used to

transform any matrix A to its Hessenberg form G . The matrices A , G are similar.

Page 9: Chapter6

6.9

The QR algorithm convergence is improved if instead of taking the matrix A , whose

eigen values need to be computed, its Hessenberg form G is considered.

Schur form: A symmetrical matrix A will have a unitary matrix U such that the

transformation, 1 U AU S , lead to a matrix S in Schur form. The matrix S is a

triangular matrix. The matrices A , S are similar and hence the eigen values of both

the matrices will be same. If matrix A is real then its Schur form S is also real and if

matrix A is complex then S is also complex.

Eigen values of a matrix in Schur form: Let A be a symmetrical matrix and let it be

transformed to a Schur form S through similar transformation. The matrix S is of the

form

11 12 13 1

22 23 2

33 3

0

0 0

0 0 0

n

n

n

nn

S S S S

S S S

S S

S

S

(6.37)

The eigen values of A will be

11 12 13 1

22 23 2

33 3

0

det [ ] det [ ] det 0 0 0

0 0 0

n

n

n

nn

S S S S

S S S

S S

S

A I S I

(6.38)

or

11 22 33 0nnS S S S (6.39)

Which means that the eigen values of the matrix A are nothing but the

diagonal elements of the matrix S . It has to be noted that if the matrix A is not

symmetrical then its Schur form S will not be a triangular matrix but may contain

2 2 blocks along the principal diagonal whose eigen values will give a complex

Page 10: Chapter6

6.10

conjugate pair of eigen values. QR method simply is a method to transform a given

matrix A in to its Schur form S so that the eigen values will be simply the diagonal

or block diagonal elements of S . Usually it is solved in two steps.

Step 1: Transform a symmetrical/unsymmetrical matrix A into Hessenberg form G

through householder’s transformation.

Step 2: Use QR method, based on stable Gram-Schmidt, to convert the matrix G into

a Schur form S . The eigen values of A will then be diagonal elements of S if A is

symmetrical and if A is unsymmetrical then the eigen values will be the eigen values

of the block diagonal elements of S .

Step 1: Transform a symmetrical/unsymmetrical matrix A into Hessenberg form G

Let the matrix A be represented as

11 12 13 1

21 22 23 2

31 32 33 3

1 2 3

n

n

n

n n n nn n n

a a a a

a a a a

a a a a

a a a a

A

(6.40)

Define, vectors 1X , 1Y as

121

1 31 1 21

1 1 1

00

, ( ) 0

0n n n

Xa

X a Y sign a

a

(6.41)

With 1 1,X Y defined as in equation (6.41) a unit vector 1U can be formed as

1 11

1 1

X YU

X Y

(6.42)

Page 11: Chapter6

6.11

Householder’s transformation can be defined on the basis of the unit vector 1U as

1 1 12 TU U H I (6.43)

Now apply the transformation matrix 1H to the matrix A such that

1 1 1A H AH (6.44)

1A will be of the form

11 12 13 1

21 22 23 2

32 33 3

2 3

1 1 1 1

1 1 1 1

1 1 11

1 1 1

0

0

n

n

n

n n nnn n

a a a a

a a a a

a a a

a a a

A

where, 1

ija is an throw columnthi j element of 1A defined by the transformation.

After transformation it can be seen that the first column elements below the second

row are zero. Now define 2 2,X Y such that

32 32

2

1 1 2 22 2 2 2

2 2

1

0 0

0 0

, ( ) ,

0n

X YX a Y sign a X U

X Y

a

(6.45)

2 2 22 TU U H I (6.46)

2 2 1 2A H A H (6.47)

2A will be of the form

Page 12: Chapter6

6.12

11 12 13 1

21 22 23 2

32 33 3

43 4

3

2 2 2 2

2 2 2 2

2 2 2

22 2

2 2

0

0 0

0 0

n

n

n

n

n nn n n

a a a a

a a a a

a a a

a a

a a

A

Repeat this process for n times and at the end of the thn iteration the original matrix

A has the Hessenberg form

11 12 13 1

21 22 23 2

32 33 3

43 4

0

0 0

0 0 0

n

n

n

n

nn

n n n n

n n n n

n n n

nn n

n

n n

a a a a

a a a a

a a a

a a

a

G A

Step 2: Use QR method, based on stable Gram-Schmidt, to convert the matrix G into

a Schur form S .

Let each column of the matrix G be considered as an independent vector and

represented as

1 2 3 nW W W WG (6.48)

Where,

11211

22221

32 31 2

1 1 1

0 , ,

0 0

n

n

n

nn

nnn

nnn

n nn

n

n n n

aaa

aaa

W W a W a

a

(6.49)

Page 13: Chapter6

6.13

Each of these n independent vectors 1 2 3, , , nW W W W can be expressed in terms of

n linearly independent orthogonal unit vectors. Let one of the orthogonal unit vectors

be chosen as

11

1

WQ

W (6.50)

so that

1 11 1 11 1,W r Q r W (6.51)

In a similar way each of the vector 1 2 3, , , nW W W W can be written as

1 11 1

2 12 1 22 2

3 13 1 23 2 33 3

1 1 2 2 3 3

,

n n n n nn n

W r Q

W r Q r Q

W r Q r Q r Q

W r Q r Q r Q r Q

(6.52)

Here, 11r to nnr are scalars. Since, 11 1,r Q are known rest of the unknowns can be

computed as, keeping in mind that since 1,..... nQ Q are orthogonal

20 if andi j i i iQ Q i j Q Q Q ,

2

j iij

i

W Qr

Q

(6.53)

12

1

i

ii i jij

r W r

(6.54)

1

1

i

i ji jj

iii

W r Q

Qr

(6.55)

Page 14: Chapter6

6.14

Let,

11 12 13 1

22 23 2

33 3

0

0 0

0 0 0

n

n

n

nn n n

r r r r

r r r

R r r

r

(6.56)

1 2 3 nQ Q Q QQ (6.57)

Hence,

1 2 3 nW W W W G QR (6.58)

In equation (6.58), Q is a unitary matrix and R is an upper triangular matrix.

The method followed so far in decomposing a given matrix G into product of a

unitary matrix Q and an upper triangular matrix R is called as stable Gram-Schmidt

method. G. C. Frances has used QR decomposition to transform a given matrix G

into Schur form. G. C. Frances has changed the order of multiplication of ,Q R in

equation (6.59) and then defined a new matrix 1G as

1T G RQ Q GQ (6.59)

Applying QR decomposition to matrix 1G obtain new matrices 1 1,Q R then

1 1 1G Q R (6.60)

Similar to equation (6.59) define new matrix 2G as

2 1 1 1 1 1 1 1T T T T G R Q Q G Q Q Q G Q Q (6.61)

Page 15: Chapter6

6.15

Repeat this iterative process till the difference between the determinants of any

two consecutive iteration G matrix values falls below certain value say that is

1K K G G . If the algorithm converges at thK iteration then

1 1 1 1 1T T T T T

K K K K K K K K K K G R Q Q G Q Q Q Q Q G QQ Q Q (6.62)

The matrix 1KG will be in Schur form. Let 1 1K KT QQ Q Q then

1 1T T T T T

K KT Q Q Q Q . The matrix T is also a unitary matrix as the product of

unitary matrices is also a unitary matrix. Hence, matrix T is the transformation

matrix which transforms the Hessenberg matrix G into Schur form S as given in

equation (6.63)

1T

K S G T GT (6.63)

For a given real symmetrical matrix A the eigen values are given by the

diagonal elements of the matrix S given in equation (6.63). If the matrix A is real

unsymmetrical or complex then the eigen values are given by the eigen values of the

block diagonal elements along the principal diagonal of matrix S .

Eigen vector

Once the eigen values are computed then the right and left eigen vectors can be

computed. If 1 2, , , n are the eigen values of the matrix A then

1

2

0

0 n

Λ

(6.64)

AΦ ΦΛ (6.65)

Where, 1 2[ ]n n n Φ is the right eigenvector matrix. For an thi eigen value

Page 16: Chapter6

6.16

0i i i A I A (6.66)

Let,

22 2

2 1 1

n

n nn n n

a a

a a

E

(6.67)

21

1 1 1n n

a

a

F (6.68)

Where, ija is an element of the matrix A . Then let the first element of thi right

eigen vector i , that is 1i be arbitrarily taken as 1. Now the thi right eigen vector is

given as

1

1

1i

n

E F

(6.69)

To get a normalized right eigen vector divide equation (6.60) by i . The

procedure can be used to find other right eigen vectors. To find the left eigen vector

matrix Ψ simply take the inverse of the right eigen vector matrix that is

1Ψ Φ (6.70)

6.5 Linearizing a Nonlinear System

The modal or eigen value analysis can be done for a dynamic system which is

linear. However, a nonlinear system cannot be expressed in state space form and

hence eigen value analysis cannot be used for a dynamic system which is nonlinear.

One way of overcoming this problem is to linearize the nonlinear system around a

Page 17: Chapter6

6.17

small region of its steady state operating point. This can be demonstrated as

following. Let a nonlinear dynamic system be represented as

,X f X U (6.71)

Where, X is a vector of dynamic variables of the system. U is the vector of

inputs and ,f X U is a nonlinear function of both X and U . Let the steady state

condition values of X , U be 0X , 0U . If the system dynamic variables and the

inputs are perturbed by a small value ,X U from the steady state operating point

then from equation (6.71)

0 0 0,X X f X X U U (6.72)

Expanding the right hand side of equation (6.72) as Taylor series with second and

higher order terms neglected lead to

0 0

0 0

0 0 0,X X X XU U U U

f fX X f X U X U

X U

(6.73)

Since, 0 0 0,X f X U , equation (6.73) can be written as

0 0

0 0

X X X XU U U U

f fX X U

X U

(6.74)

Let, 0 0

0 0

,X X X XU U U U

f f

X U

A B , then

X X U A B (6.75)

The system given in (6.75) is a linear system and the stability of it is decided by

the eigen values of the state matrix A . This process of converting a nonlinear system

Page 18: Chapter6

6.18

given in (6.71) to a linear system for a small disturbance around the steady state

operating point given in (6.75) is called as linearization.

6.6 Small Signal Stability Analysis of Single Machine Connected to

Infinite Bus

Let us consider a single machine connected to an infinite bus as shown in Fig. 6.1.

Fig. 6.1: Single machine connected to infinite bus

The effective impedance between the generator terminal and the infinite bus is

e eR jX . The infinite bus voltage is 0jV e . The generator terminal voltage and

current in 0dq -axis is given as d qV jV and d qI jI . The internal rotor angle is

. Let the input mechanical torque MT be constant. Hence, turbine and speed

governor dynamics need not be considered. Let the generator be represented by 1.0

flux decay model. The DAE of flux decay model, excluding exciter dynamics, are

given as

'' ' '( )q

do q d d d fd

dET E X X I E

dt (6.76)

base

d

dt

(6.77)

2m e base

base

H dT T D

dt

(6.78)

d s d q qV R I X I (6.79)

2( )j

jd q tV jV e V e

2( )j

d qI jI e

ejX eR

0jV e

Page 19: Chapter6

6.19

' 'q s q d d qV R I X I E (6.80)

Where,

*' '

' '

Ree q d q q d q

q q q d q d

T al X X I jE I jI

E I X X I I

From the Fig. 6.1, the generator current can be written as

022

( )( )

jj

jd q

d qe e

V jV e V eI jI e

R jX

(6.81)

On further simplification and separating the real and imaginary parts from

(6.81), the following expressions can be obtained.

sine d e q dR I X I V V (6.82)

cose d e q qX I R I V V (6.83)

Let the steady state operating point values of 'q fd d q d qE E I I V V be

represented by '0 0 0 0 0 0 0q fd d q d qE E I I V V . Linearizing equations (6.79)-(6.80) and

(6.82)-(6.83) for a small perturbation in the parameters around the steady state

operating point leads to, neglecting the stator resistance,

''

00

0

d q d

q q qd

V X I

V I EX

(6.84)

0

0

cos

sin

d de e

q qe e

VV IR X

V IX R V

(6.85)

Page 20: Chapter6

6.20

Since, the left hand side of the equations (6.84) and (6.85) are same the right

hand sides can be equated as

0

''0

0 cos0

sin0

q d de e

q qq e ed

VX I IR X

I IE X R VX

(6.86)

Solving for dI , qI from equation (6.86) lead to

1

0

''0

0

'2 ' '0

0

2 '

0 cos

sin

cos 01

sin 1

sin1

e e qd

q qe d e

e e q

qe e q e d e d e

e q e

e e q e d

R X X VI

I E VX X R

R X X V

EVR X X X X X X R

V X X R V

R X X X X

0

''0 0

cos

cos sin

e q

qe d e e

X X

EV X X R V R

(6.87)

Now linearizing the differential equations (6.76) to (6.78) lead to

''

' ''

'0'

0 '0 0

1( ) 0

10 0

0 00 0 1

2 202 2

d ddo

q qdod

q d d qbase baseq d qbase base

q q

X XT

E ETI

X X I IX X I

H HI D EH H

'

10

0 0

02

dofd

mbase

TE

T

H

(6.88)

Substituting (6.87) in (6.88) and simplifying leads to

Page 21: Chapter6

6.21

4' '' ' '

3

2 1

1 10 0

0 0 1 0 0

02 2 2 2

q qdo do dofd

mbase base base base

KE EK T T T

E

T

K K DH H H H

(6.89)

Where,

'0 0 0

1 2 ' ' ' '0 0 0 0

2 ' '0

2 2 ' ' '0 0

'

23

sin cos1

cos sin

1

11

q d q e q e

e e q e d d q d q e d e

q e e q e d d q e q

e e q e d e d q d e q

d d e q

e e q

I V X X X X RK

R X X X X V X X I E X X R

I R X X X X X X X XK

R X X X X R X X I R E

X X X X

K R X X X

'

'

4 0 02 'sin cos

e d

d d

e q e

e e q e d

X

V X XK X X R

R X X X X

(6.90)

A simplified fast acting static exciter is now considered which is represented by

a first order control block with a gain AK and time constant AT as shown in Fig. 6.2.

Fig. 6.2 A simplified fast acting static exciter

From Fig. 6.2 the following differential equation representing the dynamics of the

exciter can be written as

fdE

tV

refV +

-1

A

A

K

sT

Page 22: Chapter6

6.22

( )fdA fd A ref t

dET E K V V

dt (6.91)

Linearizing equation (6.91) gives

( )fdA fd A ref t

d ET E K V V

dt

(6.92)

The terminal voltage can be written in terms of the 0dq parameters as

2 2t d qV V V (6.93)

Linearizing equation (6.93)

0 00 0 dq qd dt d q

qt t t t

VV VV VV V V

VV V V V

(6.94)

Substituting (6.87) in (6.84) lead to

1

0

' '' '0

0 0cos0

sin0

e e qd q

q q qd e d e

R X X VV X

V E EVX X X R

(6.95)

Substituting (6.95) in (6.94) and rearranging lead to

'5 6t qV K K E (6.96)

Page 23: Chapter6

6.23

Where,

'00 0

5 2 '0 '

0 0

0 0'06 2 '

sin cos1

cos sin

1

dq e e d

t

qe e q e dd e e q

t

q qdq e d e q

t t te e q e d

VX R V V X X

VK

VR X X X XX R V V X X

V

V VVK X R X X X

V V VR X X X X

Equation (6.92) can be substituted in (6.89), with the linearized terminal voltage

defined in (6.96), and can be written as

4' ' '

' '3

2 1

6 5

1 10 0 0

0 00 0 1 0

00 2

2 2 201

0

do do doq q

refbase

base base basem

AfdfdA A

AA A A

K

K T T TE E

V

TK K D HH H H KEE K K K K

TT T T

(6.97)

The constants 1 6K K are called as Heffron-Phillips constants [3] and the state

space model given (6.97) is called as Heffron-Phillips model [3]. It can be observed

from (6.97) that the nonlinear SMIB system has been linearized and now represented

in state space with the state variables being ' , , ,q fdE E . The stability of the

system now depends on the eigen values of the state matrix. The state space

representation of the system given in (6.97) can be represented as a control block

diagram as shown in Fig. 6.3

Page 24: Chapter6

6.24

Fig. 6.3 Heffron-Phillips Model [3] of a SMIB system

Converting equation (6.97) in to Laplace domain lead to the following set of

equations.

' ' 4' ' '

3

'1 2

'5 6

1 1( ) ( ) ( ) ( )

( ) ( )

( ) ( ) ( ) ( ) ( )2 2 2

1( ) ( ) ( ) ( ) ( )

q q fddo do do

base base basem q

A Afd fd q ref

A A A

Ks E s E s s E s

K T T T

s s s

s s T s K s K E s D sH H H

K Ks E s E s K s K E s V s

T T T

(6.98)

Simplifying equation (6.98)

' 4 3 3

' '3 3

( ) ( ) ( )1 1

q fddo do

K K KE s s E s

sK T sK T

(6.99)

'

5 6( ) ( ) ( ) ( )1 1

A Afd q ref

A A

K KE s K s K E s V s

sT sT

(6.100)

Page 25: Chapter6

6.25

( ) ( )s s s (6.101)

2 '1 2( ) ( ) ( ) ( ) ( )

2 2 2base base base

m qs s T s K s K E s Ds sH H H

(6.102)

Assuming ( )refV s =0 in (6.100), equation (6.100) can be substituted in (6.99) which

gives

4 5 3''

3 6 3

1( ) ( )

1 1

A Aq

do A A

K sT K K KE s s

sK T sT K K K

(6.103)

The linearized electrical torque, eT , expression can be written as

' ' ' '

' ' ' '

e q q q q q d q d q d d q

d

q q q d q q q d dq

T E I E I X X I I X X I I

II E X X I E X X I

I

(6.104)

Substituting equation (6.87) in (6.104), gives

'1 2e qT K K E (6.105)

Converting (6.105) into Laplace domain and substituting (6.103) gives

( )

4 5 3 21 '

3 6 3

1( ) ( )

1 1

( ) ( )

H s

A Ae

do A A

K sT K K K KT s K s

sK T sT K K K

H s s

(6.106)

Substituting (6.106) in (6.102) lead to a second order equation, assuming the input

torque ( )mT s =0,

2 ( ) ( ) 02 2

base bases Ds H s sH H

(6.107)

Page 26: Chapter6

6.26

The small signal oscillations are typically in the range of 0.1 Hz to 3 Hz. In this

region of frequency interest the transfer function ( )H s can be split into two

components as

4 5 3 21 '

3 6 3

4 5 3 21 2 ' '

6 3 3 3

2 4 5 41

2 ' '6

3 3

1( )

1 1

1

1

1

A A

do A A

A A

A do A do A

A A

AA do A do

K j T K K K KH s j K

j K T j T K K K

K j T K K K KK

K K K K T T j K T T

K K K K j K TK

TK K T T j T

K K

(6.108)

Neglecting the effect of the constant 4K

2 51

2 ' '6

3 3

2 '2 5 6

31 2 2

2 ' '6

3 3

'2 5

3

63

( )1

1

1

1

S

A

AA do A do

K

A A do A

AA do A do

AA do

A

K K KH j K

TK K T T j T

K K

K K K K K T TK

KT

K K T T TK K

TK K K T

Kj

K KK

2 22 ' '

3

dK

Ado A do

TT T T

K

(6.109)

( )e S d

S d

T j K j K

K K

(6.110)

Page 27: Chapter6

6.27

The electrical torque has two components synchronising and damping.

Synchronising torque SK is in phase with the change in rotor angle . The damping

torque is in quadrature to the rotor angle or in phase with the change in the speed.

Expressing (6.109) in s -domain as

( ) S dH s K sK (6.111)

Substituting (6.111) in (6.107)

2 ( ) 02 2

base based ss D K s K s

H H

(6.112)

Equation (6.112) represents a damped second order unforced system. If the

damping coefficient dD K is not considered then the system becomes undamped

system with natural frequency of oscillations being

2base

n sj KH

(6.113)

As can be understood from (6.113), without damping the system will have

sustained oscillations with the frequency of oscillations as defined in (6.113). If the

synchronising torque becomes zero for a forced system that is 0MT then the

system will become aperiodically unstable that is the rotor angle keeps on increasing

and ultimately lead to loss of synchronism. In case the damping coefficient dD K

becomes negative due to system conditions then there will be oscillatory instability

that is the peak of the oscillations keep on increasing leading to loss of synchronism.

If both the synchronising and damping torque are positive for a given system then

after the disturbance the system will settle down to a steady state operating point with

oscillations being damped out. The constant 5K becomes important while assessing

the stability.

Page 28: Chapter6

6.28

2 '2 5 6

31 2 2

2 ' '6

3 3

'2 5

32 2

2 ' '6

3 3

1

1

1

A A do A

s

AA do A do

AA do

d

AA do A do

K K K K K T TK

K KT

K K T T TK K

TK K K T

KK

TK K T T T

K K

(6.114)

From (6.114) it can be observed that if 5K becomes negative then for a practical

system the synchronising coefficient sK becomes positive and increases as compared

to 5K being positive. Hence, with a negative 5K the synchronising torque improves.

But, with 5K being negative it can be seen that the damping coefficient dK becomes

negative leading to negative damping torque and hence oscillatory instability. This

effect of negative damping torque due to negative 5K gets pronounced if the exciter

has a very high gain AK . In a practical system 5K can become negative in a heavily

loaded case and a high gain exciter can lead to system stability issues [3], [4]. The

physical understanding of this is that a high gain exciter can build up the terminal

voltage rapidly after a disturbance improving the synchronising torque but at the same

time it has a negative damping, due to its high gain it amplifies a very small error in

terminal voltage and without enough system damping can lead to oscillations.

6.7 Power System Stabilizer (PSS)

A device called as power system stabilizer [5], [6] and [7] is used for

overcoming the negative damping effect of the high gain exciter. The power system

stabilizer acts as a supplementary controller to the excitation system. Inputs to the

power system stabilizer can be change in frequency, speed, power or a combination of

these. The output is a voltage signal introduced in the excitation system to control the

output of the exciter. The basic idea of the power system stabilizer is to introduce a

Page 29: Chapter6

6.29

pure damping term in (6.112) so as to counter the negative damping effect of the

exciter.

Let PSS have a transfer function ( )G s and the change in the speed be the

input to the (PSS). The output of the PSS be PSSV . The output of PSS is added as a

supplementary signal to the exciter reference hence

( )fdA fd A ref PSS t

d ET E K V V V

dt

(6.115)

How the PSS output PSSV effects the synchronizing and damping torque can be

analysed by finding the transfer function between PSSV and the electrical torque

eT . To get the transfer function let us assume 0, 0refV , then from (6.99)

and applying Laplace transform to (6.100), the following expressions can be written

as

' 3

'3

( ) ( )1

q fddo

KE s E s

sK T

(6.116)

'6( ) ( ) ( )

1 1A A

fd q PSSA A

K K KE s E s V s

sT sT

(6.117)

Substituting (6.117) in (6.116) and then finding the transfer function between ' ( )qE s

and ( )PSSV s

' 3

'3 3 6

( ) ( )1 1

Aq PSS

do A A

K KE s V s

sK T sT K K K

(6.118)

Substituting (6.118) in (6.105)

' 2 3

2 '3 3 6

( ) ( )1 1

Ae q PSS

do A A

K K KT K E s V s

sK T sT K K K

(6.119)

Equation (6.119) can be approximated as

Page 30: Chapter6

6.30

' 22 '

63 6

( ) ( )1

1 1

Ae q PSS

doA A

A

K KT K E s V s

TK K s sT

K K K

(6.120)

For a high gain exciter 63

1AK K

K hence

2

'6

6

1( )

1 1e PSS

doA

A

KT V s

K Ts sT

K K

(6.121)

Since, PSS has a transfer function ( )G s with input , (6.121) can be written as

2

'6

6

1( )

1 1e

doA

A

KT G s

K Ts sT

K K

(6.122)

In order for the PSS to contribute a pure damping term throughout the frequency

of interest in (6.112) the transfer function between eT and should be

'

6

( ) 1 1doPSS A

A

TG s K s sT

K K

, where PSSK is the gain of PSS, so that

2 2

6 6e PSS PSS

K KT K K s

K K (6.123)

With the torque defined as in (6.123), equation (6.112) can be approximated and

written as

2 2

6

( ) 02 2

base based PSS s

Ks D K K s K s

H K H

(6.124)

Page 31: Chapter6

6.31

Hence, PSS improves the damping of system by providing a positive damping

torque. Since, introducing zeros or poles alone is not possible a practical method is to

take PSS transfer function as

1

2

1( )

1 1

n

WPSS

W

sT sTG s K

sT sT

(6.125)

Where, PSSK is the gain. WT is the washout filter time constant. 1 2,T T are the

lead-lag network time constants. n is the number of lead-lag network blocks. The

block diagram of the PSS is shown in Fig. 6.4.

Fig. 6.4: Power System Stabilizer (PSS) block diagram.

The function of washout filter will be discussed later. The procedure for finding the

parameters PSSK , 1 2,T T is as following. Let,

2 3

'3 3 6

( )1 1

AEX

do A A

K K KG s

sK T sT K K K

(6.126)

Find the natural frequency of oscillations of the system without the effect of

damping due to any other parameter. For this a constant flux linkage can be

considered so that 'qE is zero, hence 1eT K . Also the damping coefficient D

is assumed zero. With these assumptions (6.112) can be written as

21 ( ) 0

2bases K sH

(6.127)

PSSK

1W

W

sT

sT 1

2

1

1

nsT

sT

Gain

Wash out filter

Lead-Lag network

PSSV

Page 32: Chapter6

6.32

12base

n j KH

(6.128)

At the natural frequency find the time constant of lead-lag network such that the lag

due to ( )EXG s is compensated that is

( ) ( ) 0n EX nG j G j (6.129)

For a high value of washout time constant the washout filter will not contribute any

angle to the transfer function of PSS hence for 1n

1 21 1 ( ) 0n n EX nj T j T G j (6.130)

One of the lead-lag time constants can be arbitrarily chosen then the other time

constant can be derived from (6.130). If lag of ( )EX nG j is high then multiple lead-

lag blocks can be used. Since, the PSS should provide damping over a range of small

signal oscillation frequencies (0.1 Hz to 3 Hz) in stead of tuning the lead-lag time

constant at a particular frequency they can be tuned in such a way that over all lag

compensation is at least between 0 to 45 . The industry practice for choosing the

gain PSSK is to increase the gain till the system becomes unstable, say *PSSK and then

take one third of *PSSK .

The power system stabilizer should not operate for steady state changes in the

speed, frequency or power. It should only operate only during transients. In order to

make PSS operate only during transients washout filter is used. Washout filter acts

like a high-pass filter allowing those signals which are above the cut-off frequency.

The washout filter time constant is chosen so that the signal with lowest frequency of

interest can be passed through. For washout filter time constant of 10WT s signals of

frequency 0.1 Hz and above can be passed. The stead state changes can be considered

as DC signals and hence will be blocked by the washout filter.

Page 33: Chapter6

6.33

Let the output of the washout filter be WFV and this is the input to the lead-lag

block. Let the output of the lead-lag block be PSSV then the linearized dynamic

equations of the PSS can be written as

1WF WF PSS

W

V V KT

(6.131)

1

2 2 2

1 1PSS PSS WF WF

TV V V V

T T T (6.132)

From (6.97) the rate of change of speed is know and can be substituted in

(6.131). Similarly WFV can be substituted in (6.132) hence, the following expression

can be derived

'

2 1

10 0 0

2 2 2 2

q

refbase base base baseWF PSS PSS PSS PSS

W fd m

WF

PSS

E

VV K K K K DK K

H H H T HE T

V

V

(6.133)

'

1 1 1 12 1

2 2 2 2 2 2

1

2

1 1 10

2 2 2

02

q

base base basePSS PSS PSS PSS

W fd

WF

PSS

refbasePSS

m

E

T T T TV K K K K DK

T H T H T H T T T T E

V

V

VTK

H T T

(6.134)

The state space model including the PSS dynamics is given as

Page 34: Chapter6

6.34

4' ' '

3

'

2 1

6 5

2 1

1 12

2

1 10 0 0

0 0 1 0 0 0

0 0 02 2 2

10 0 0

10 0

2 2 2

2

do do do

q

base base base

A A

fd A A A

WF base base basePSS PSS PSS

PSS W

basePSS

K

K T T T

E

K K DH H H

K K K KE T T T

VK K K K DK

V H H H T

T TK K

T H

'

1 11

2 2 2 2 2

1

2

1 1 10

2 2

0 0

0 0

02

0

02

02

q

fd

WF

PSS

base basePSS PSS

W

base

A

A

basePSS

basePSS

E

E

V

V

T TK K DK

T H T H T T T T

HK

T

KH

TK

H T

ref

m

V

T

(6.135)

6.8 Small Signal Stability Analysis of Multi-Machine System

The small signal stability of a single machine connected to an infinite bus has

been discussed in the previous section from which the effect of excitation system on

stability was understood. Power system stabilizer which is used to counter the

negative damping inducing effect of excitation system was explained. Now the small

signal stability for a multi-machine system including the power system stabilizer at

each generator will be explained. Let each generator be modelled by a sub-transient

model along with a power system stabilizer and stator algebraic equations. The

network is represented by real and reactive power balance equations. The DAE of a

general power system are given as following

Page 35: Chapter6

6.35

Differential equations (for 1, 2,......, gi n , generator)

' ' "

' ' ' '1' 2

'

( )( ) ( )

( )qi di di

doi di di di qi di lsi di didi lsi

qi fdi

dE X XT X X I E X X I

dt X X

E E

(6.136)

" ' '11( )di

doi qi di lsi di did

T E X X Idt

(6.137)

' "'

' ' ' ' '2' 2

( )( ) ( )

( )qi qidi

qoi di qi qi qi di qi lsi qi qiqi lsi

X XdET E X X I E X X I

dt X X

(6.138)

2" ' '2( )qi

qoi di qi lsi qi qi

dT E X X I

dt

(6.139)

ii base

d

dt

(6.140)

2 i imi ei i base

base

H dT T D

dt

(6.141)

( )fdiEi Ri Ei Ei fdi fdi

dET V K S E E

dt (6.142)

Ri Ai FiAi Ri Ai Fi fdi Ai refi ti

Fi

dV K KT V K R E K V V

dt T (6.143)

Fi FiFi fdi

Fi

dR KR E

dt T (6.144)

1

2base

WFi WFi PSSi mi ei i baseWi

V V K T T DT H

(6.145)

1 1

2 2 2 2

1 1 1

2i i base

PSSi PSSi WFi PSSi mi ei i i basei i Wi i i

T TV V V K T T D

T T T T T Hi

(6.146)

1Mi HPi RHi HPi RHiRHi Mi CHi SVi

CHi CHi

dT K T K TT T P P

dt T T

(6.147)

CHiCHi CHi SVi

dPT P P

dt (6.148)

11SVi i

SVi SVi refiDi base

dPT P P

dt R

(6.149)

Page 36: Chapter6

6.36

Stator algebraic equations

" ' "" '

1' '

( ) ( )cos( ) 0

( ) ( )di lsi di di

i i i si qi di di qi didi lsi di lsi

X X X XV R I X I E

X X X X

(6.150)

" ' "" '

2' '

( ) ( )sin( ) 0

( ) ( )qi lsi qi qi

i i i si di qi qi di qiqi lsi qi lsi

X X X XV R I X I E

X X X X

(6.151)

Network equations

For, 1, 2,......, gi n , generator buses

1

sin( ) cos( ) ( ) cos 0n

di i i i qi i i i Di i i j ij i j ijj

I V I V P V VV Y

(6.152)

1

cos( ) sin( ) ( ) sin 0n

di i i i qi i i i Di i i j ij i j ijj

I V I V Q V VV Y

(6.153)

For, 1, 2,......,g gi n n n , for load buses

1

( ) cos 0n

Di i i j ij i j ijj

P V VV Y

(6.154)

1

( ) sin 0n

Di i i j ij i j ijj

Q V VV Y

(6.155)

The differential equations (6.136) to (6.149) can be represented as

, , , , ,i i i di qi g gX f X I I V U (6.156)

Where, ( gn number of generators and n number of buses)

' '

1 2

1 1

1 1

1,......,

.......... , .......... ,

.......... , ..........

g g

g g

T

i qi di di qi i i Ri fdi Fi Mi SVi CHi FWi PSSi

gT

i refi refi

T T

g n g n

T T

l n n l n n

X E E V E R T P P V Vi n

U V P

V V V

V V V

Page 37: Chapter6

6.37

The stator equations (6.150) and (6.151) can be written as

, , , , 0, 1,......,i i di qi g g gg X I I V i n (6.157)

The network power balance equations at the generator buses (6.152) and (6.153) can

be written as

, , , , , , 0, 1,......,i i di qi g g l l gh X I I V V i n (6.158)

The network power balance equations at the load buses (6.154) and (6.155) can be

written as

, , , 0, 1,......,i g g l l gk V V i n n (6.159)

The functions , , ,f g h k are non linear functions. Let the steady state operating

point of the system be represented by 0 _ 0 _ 0 0i di qi iX I I U for 1,......, gi n and the

network voltages and angles initial condition are represented as 0 0 0 0g g l lV V .

Linearizing (6.156) around the initial operating conditions, that is the partial

derivative are evaluated at the initial condition, lead to

11 2

1 ,14 14 ,14 1 1 ,14 2 ,2 1

0 0

dqiii iiIBA WB g

di gi i i i i ii i i

qii di qi g g il

l

i i i dqi

I Vf f f f f fX X U

IX I I V U

V

A X B I

2 ,14 2 14 2 2 114 2 1 20

g g

T

i n g g l i in n nB V V W U

(6.160)

Page 38: Chapter6

6.38

Each of the matrix size in (6.160) is given as a subscript to the corresponding

matrix. If the linearized equation (6.160) is formulated for all the generators and the

equations are put together then

1,14 14 14 1 1,14 2 ,2 1

2,14 2 14 2 2 114 2 1 20

g g g g g g

g g g g gg g

n n n n n dq n

T

n n g g l n n nn n n n

X A X B I

B V V W U

(6.161)

Where,

1 1 1......... , ......... , .........g g g

T T T

n n dq dq dqnX X X U U U I I I

Similarly, linearizing (6.157)

21 1

1 ,2 14 ,14 1 2 ,2 2 ,2 1 1 ,2 2 2 2

0 0 0

0

ii

g g

CC gD i

di gi i i i ii

qii di qi g g l

l

i i i dqi i n g g l ln n

I Vg g g g gX

IX I I V

V

C X C I D V V

1 20

T

n

(6.162)

linearized equation (6.157) of all the generator together can be written as

1,2 14 14 1 2,2 2 ,2 1 1,2 2 2 2 1 20 0

g g g g g g g g g g

T

n n n n n dq n n n g g l ln n n nC X C I D V V

(6.163)

Similarly, linearizing (6.158) and (6.159) lead to

Page 39: Chapter6

6.39

43 2 3

3 ,2 14 ,14 1 4 ,2 2 ,2 1 2 ,2 2 3 ,2 2

0

ii i

g

CC D gD i

di li i i i i i ii

qi gi di qi g g l l

l

i i i dqi i n i n

Ih h h h h h hX

I VX I I V V

V

C X C I D D

1 20, 1,......,

g

T

g g l l gn nV V i n

(6.164)

or

3,2 14 14 1 4,2 2 ,2 1 2,2 2 3,2 20

g g g g g g g g g g

T

n n n n n dq n n n g g l ln n nC X C I D D V V

(6.165)

5 6

5 ,2 2 6 ,2 2 1 2

0

0 1,......,

i i

g g

D D g

li i i i

gg g l l

l

T

i n g g l l gi n n n

k k k k

VV V

V

D D V V i n n

(6.166)

or

5,2 2 6,2 2 1 20

g g g g

T

g g l ln n n n n n n nD D V V

(6.167)

Equations (6.161), (6.163), (6.165) and (6.167) can be written as

1 1 2 0 0T

dq g g lX A X B I B V V W U (6.168)

1 2 10 0 0T

dq g g l lC X C I D V V (6.169)

3 4 2 30T

dq g g l lC X C I D D V V (6.170)

4 50T

g g l lD D V V (6.171)

From (6.171), the load bus voltages and angles can be eliminated as

15 4

TT

l l g gV D D V (6.172)

Page 40: Chapter6

6.40

Let,

16 2 3 5 4D D D D D (6.173)

Substituting (6.173)-(6.172) in (6.170) and (6.169), and eliminating the

generator bus voltages, angles, direct axis current and quadrature axis current gives

1

2 1 1

4 6 3

dq

g

g

IC D C

XC D C

V

(6.174)

Substitute (6.174) in (6.168),

1 1 2

1

2 1 11 1 2

4 6 3

sys

dq

g

g

A

sys

I

X A X B B W U

V

C D CA B B X W U

C D C

A X W U

(6.175)

Equations (6.175) is in state space form with the state transition matrix sysA ,

input matrix W , state vector X and input vector U . The small signal stability of

the multi-machine system can now be known by finding the eigen values of the state

transition matrix sysA [7]. Since, the rotor angle of any synchronous machine should

be defined with respect to a reference, one state variable corresponding to the rotor

angle of a generator which is taken as reference becomes redundant hence there will

be one zero or a slightly positive eigen value corresponding to the redundancy of the

reference angle.

Page 41: Chapter6

6.41

6.9 Sub-Synchronous resonance

The sub-synchronous resonance phenomenon [8] was first observed in 1975 in

Mohave, California where the turbine-generator shaft has failed due to torisonal

oscillations interacting with the sub-synchronous oscillations, produced because of

series compensation in transmission line. To understand this phenomenon let there be

a single machine connected to infinite bus. Let the generator be represented by a sub-

transient voltage "E behind a sub-transient reactance "X . Let the effective impedance

between the generator terminal and the infinite bus be e eR jX . The system is shown

in Fig. 6.5.

Fig. 6.5: Series capacitor compensated SMIB system.

Let the system be compensated by a series capacitor with capacitance C as

shown in Fig. 6.5. When a fault or a disturbance occurs then there will be a transient

in the current with a off set and this off set oscillate at a natural frequency of (in case

there is no series capacitor then the off set would be DC)

1/

,

Tn s

cT

Tn s

c

Xrad s

XL C

Xf f Hz

X

(6.176)

Where, sf is the synchronous frequency and "T eX X X . These oscillations

at the frequency nf in the stator current of the generator will induce a slip frequency,

s nf f voltages in the rotor circuits and there by producing slip frequency torque. If

"X

"E

eX eR

V

CX

Page 42: Chapter6

6.42

nf is a sub-synchronous frequency then, since the rotor is rotating at synchronous

speed in the steady state, the slip ( ) /n s ns f f f will be negative. This condition is

similar to induction motor running at super synchronous speed with a negative slip.

Fig. 6.6: Approximate equivalent circuit of the synchronous generator with sub

synchronous frequency stator currents

The approximate equivalent circuit of the synchronous generator with sub-

synchronous frequency stator currents is shown in Fig. 6.6. The magnetising and core

loss component branch is ignored. The efR is the summation of the transmission line

resistance, stator resistance, rotor resistance referred to stator. Similarly efX

summation of the transmission line reactance, stator leakage reactance, rotor leakage

reactance referred to stator. Since the slip is negative the variable rotor resistance

becomes negative leading to self excitation in the circuit and the oscillations will keep

increasing reaching unacceptable levels. Before discussing the interaction of sub-

synchronous oscillations, due to induction motor effect, with the torsional oscillations

the torsional oscillations will be briefly discussed.

6.10 Torsional oscillations

If two rotating masses are connected together by a non rigid shaft then the two

ends of the shaft are relatively displaced with respect to each and will have an angle

of displacement due to which the shaft gets twisted. The torque delivered through the

shaft is directly proportional to the relative angle of displacement between the two

ends of the shaft. In case the relative angle of displacement between the two ends of

the shaft oscillates then that is called as torsional oscillations [9], [10]. To understand

efX efR

1r

sR

s

Page 43: Chapter6

6.43

the basic phenomenon of torsional oscillations let a generator be considered

connected to a turbine, with single mass, through a shaft as shown in Fig. 6.7.

Fig. 6.7: Turbine-generator system

Let the generator and turbine inertia constants be 1 2,H H . The relative angle of

displacement between the two ends of shaft is 1 2 . The stiffness of the shaft is

represented by 12K . The torque delivered through the shaft to the generator rotor is

12 1 2K . The equation of motion of the two masses that is turbine and generator

can be written as

2

1 1 112 1 2 1 12 1 22

2M

s

H d ddD D K T

dt dt dt

(6.177)

2

2 2 212 2 1 2 12 1 22

2e

s

H d ddD D T K

dt dt dt

(6.178)

Where, 12D is the damping due to shaft and 1 2,D D are the damping constants of

the turbine and generator rotor. Multiply (6.177) by 2H and (6.178) by 1H now

subtract both the equations, neglecting the effect of damping due to damping

coefficients 1 2,D D ,

2

1 2 2 11 2 12 1 2 12 1 22

1 2 1 2 1 2

2M e

s

H H H Hd dD K T T

H H dt dt H H H H

(6.179)

Generator rotor Turbine

Shaft

1H 2H

1 2

12K

MT

Page 44: Chapter6

6.44

Linearizing (6.179) and assuming the input mechanical torque is constant leads to

2

2

212 1 2 12 1 2

12 12 1221 2 1 2 2

2212 12

122

2 2 2

2

n K

ss s e

n e

d H H d H HD K T

dt H H dt H H H

d dK T

dt dt

(6.180)

Equation (6.180) shows that it represents a second order damped system with

natural frequency of oscillations being 2n . These oscillations are called as torsional

oscillations. If electrical torque disturbance is of the form cos( )te t , then the

general solution of the equation (6.180) is given as

2 2 2 212 1 2cos sin cost t

n n

KK t K t e e t

P

(6.181)

Where, 1 2,K K are constants depending on the initial conditions. ,P are given as

2 22 2 2 2

1

2 2 2

2 4

2tan

2

n

n

P

(6.182)

The torque at the shaft due to the electrical torque disturbance is given as

12 12shaftT K (6.183)

It can be observed from (6.182) that if the applied electrical torque disturbance

is unidirectional that is 0 then 2nP . If the applied electrical torque disturbance

has a frequency close to the natural frequency of the shaft that is n then

2 nP . The natural frequency of oscillations of the shaft is in the range of 10 Hz

to 40 Hz. Now if the frequency of the electrical torque disturbance is equal to or

greater than the system frequency then 2sP . The value of P will be least in the

Page 45: Chapter6

6.45

case when the electrical torque disturbance is equal to the shaft natural frequency of

oscillations and hence has the maximum effect on the shaft torque as given in (6.183)

leading to a sever stress in the shaft. Apart from this if the electrical torque

disturbance has negative damping, usually is quite high and the second term in

(6.181) damps out fast, then the electrical torque disturbance keeps increasing in

magnitude causing extreme stress in the shaft. Though there is shaft damping it is

very low and does not help in this situation.

Though the phenomenon of torsional oscillations was explained using two

masses in an actual system like thermal generating system there will be HP turbine,

multiple IP turbine, LP turbine, generator rotor and if the generator has DC exciter

then rotor mass of that exciter. There will be 1n torsional modes of oscillations if n

different masses are connected together by a shaft.

If the torque produced by the current in the rotor of the synchronous machine

due to the sub-synchronous oscillations in the network has a frequency that is close to

the natural frequency of torsional oscillations then it will lead to very high shaft

torque shaftT . If sub-synchronous oscillations are self exciting type then this problem

becomes even more severe and may ultimately lead to failure of the shaft. A way of

avoiding this is to choose the series compensator such that the natural frequency of

oscillations of LC circuit does not produce sub-synchronous oscillations which can

excite the torsional modes. The other way is to have enough impedance in the

network to counter the negative resistance due to induction motor effect and there by

damping the sub-synchronous oscillations so as to prevent exciting the torsional

modes.

Page 46: Chapter6

6.46

Example Problems

E1. Find the eigen values, eigen vectors and participation factor of the system

represented by state space model and whose state matrix is given as

1 2

3 4

é ùê ú= ê úë û

A

Sol: The characteristic equation is given as

( )

( )( ) 2

0

0 1 21 4 6 5 2 0

0 3 4

l

ll l l l

l

- =

æ öé ù é ù÷çê ú ê ú÷- = - - - = - - =ç ÷çê ú ê ú÷çè øë û ë û

I A

(E1.1)

The solution of the characteristic equation is 1 20.3723, 5.3723l l=- = . Since, one

of the eigen values is positive the system is unstable. The right eigen vector matrix Φ

is defined as

=AΦ ΦΛ (E1.2)

Where,

0.3723 0

0 5.3723

é ù-ê ú= ê úë û

Λ (E1.3)

Let the right eigen vector matrix be represented as

11 12

21 22

é ùF Fê ú= ê úF Fë û

Φ (E1.4)

Then,

[ ] 111

21

0

0l

é ù é ùFê ú ê ú- =ê ú ê úF ë ûë û

I A (E1.5)

Page 47: Chapter6

6.47

[ ] 122

22

0

0l

é ù é ùFê ú ê ú- =ê ú ê úF ë ûë û

I A (E1.6)

Now, [ ]11 21TF F is the right eigen vector corresponding to the eigen value

1 0.3723l =- and [ ]12 22TF F is the right eigen vector corresponding to the eigen

value 2 5.3723l = . From equation (E1.5) and (E1.6), the following expression can be

written

11 211.3723 2 0F + F = (E1.7)

11 213 4.3723 0F + F = (E1.8)

Equations (E1.7)-(E1.8) are homogeneous equations with a trivial solution of

[ ]11 21 [0 0]T TF F = . This is because the equations are not independent, that is one of

the equations can be written as a multiple of the other equation. Typically, a thn order

homogeneous equation has ( 1)n- independent equations. Hence, for a non trivial

solution let us assume the value of 11 1F = and from one of the equations (E1.7) or

(E1.8) we can obtain 21F . Hence,

11

21

1

0.6862

é ù é ùFê ú ê ú=ê ú ê úF -ë ûë û

(E1.9)

Since, the solution is not unique it is better to normalize the right eigen vector hence

11

21

1 1 0.82451 1

0.6862 0.6862 0.56581.21281

0.6862

é ù é ù é ù é ùFê ú ê ú ê ú ê ú= = =ê ú ê ú ê ú ê úé ùF - - -ë û ë û ë ûë û ê ú

ê ú-ë û

(E1.10)

Similarly, the normalized right eigen vector corresponding to the eigen value

2 5.3723l = is given as

Page 48: Chapter6

6.48

12

22

0.4160

0.9094

é ù é ùFê ú ê ú=ê ú ê úF ë ûë û

(E1.11)

Hence,

0.8245 0.4160

0.5658 0.9094

é ùê ú= ê ú-ë û

Φ (E1.12)

The left eigen vector can be defined as

1 0.9231 0.4222

0.5743 0.8379- é ù-

ê ú= = ê úë ûΨ Φ (E1.13)

Each row of the matrix Ψ is a left eigen vector corresponding to the respective eigen

value, that is first row is a left eigen vector corresponding to the eigen value

1 0.3723l =- . The participation factor of the states in the thi mode is given as

1 1

2 2 , 1, ,

i i

i ii

ni in

P i n

é ùF Yê úê úF Yê ú= =ê úê úê úF Yê úë û

(E1.14)

The participation factor matrix is given as

1 2[ ]nP P P=P (E1.15)

The participation factor can now be computed as

11 11 12 21

21 12 22 22

0.7611 0.2389

0.2389 0.7611

é ù é ùF Y F Yê ú ê ú= =ê ú ê úF Y F Y ë ûë û

P (E1.16)

Page 49: Chapter6

6.49

E2. Find the eigen values, eigen vectors and participation factor of the matrix given

below using QR method.

1 4 9 7

1 0 1 4

1 3 2 7

0 2 2 3

é ùê úê ú-ê ú= ê úê úê ú-ë û

A

Sol: The first step in using QR method to find the eigen values is to convert the

matrix A to Hessenberg form. Defined two column matrices ,X Y and unit vector

1U as

00 0

1 1.4142, ( (2,1))

1 00

0 00

sign A

é ùé ù é ùê úê ú ê úê úê ú ê ú-ê úê ú ê ú= =- =ê úê ú ê úê úê ú ê úê úê ú ê úê úë û ë ûë û

XX Y

(E2.1)

1

0

0.9239

0.3827

0

é ùê úê ú- ê ú= = ê ú- ê úê úë û

X YU

X Y (E2.2)

Defining Householders transformation 1H and applying the transformation to the

matrix A lead to

1 1 1

1 0 0 0

0 -0.7071 -0.7071 02

0 -0.7071 0.7071 0

0 0 0 1

TU UH I

(E2.3)

1 1 1

1 -9.1924 3.5355 7

-1.4142 2 1 - 7.7782

0 -3 0 2.1213

0 0 2.8284 3

é ùê úê úê ú= = ê úê úê úë û

A H AH (E2.4)

Page 50: Chapter6

6.50

It can be observed from the transformed matrix 1A that the rows below the sub-

diagonal of the first column have become zero that is 3rd and 4th row, 1st column

elements have become zero. After repeating this for all columns we finally get

Hessenberg form of matrix A as is given as

1 -9.1924 -3.5355 7

-1.4142 2 -1 - 7.7782

0 3 0 - 2.1213

0 0 - 2.8284 3

H

é ùê úê úê ú= ê úê úê úë û

A (E2.5)

Second step is to apply QR method to the matrix in Hessenberg form, given in (E2.5),

so as to convert it to Schur form. From equations (6.48) to (6.57) the matrix ,Q R for

the first iteration can be obtained as

0.5774 - 0.7383 - 0.1617 - 0.3090

-0.8165 - 0.5220 - 0.1143 - 0.2185

0 0.4271 - 0.4191 - 0.8012

0 0 - 0.8861 0.4635

é ùê úê úê ú= ê úê úê úë û

Q (E2.6)

1.7321 - 6.9402 1.2247 10.3923

0 7.0238 3.1322 - 2.0135

0 0 3.1921 - 2.0117

0 0 0 2.6266

-

é ùê úê úê ú= ê úê úê úë û

R (E2.7)

It can be observed that H =A QR . Define a new matrix

1H =A RQ (E2.8)

Find ,Q R for the new matrix defined (E2.8) repeat this process till the difference

between the consecutive iteration ,Q R matrices is less than a specified value. The

iterative process converges after 22 iterations. The matrix in Schur form is given as

Page 51: Chapter6

6.51

7.2260 - 7.3791 6.4399 7.5903

0 - 2.5289 - 4.4496 - 0.7679

0 1.7342 - 0.3420 2.5760

0 0 0 1.6449

Schur

é ùê úê úê ú= ê úê úê úë û

A (E2.9)

The eigen values are given as

7.2260 0 0 0

0 -1.4355 2.5536 0 0

0 0 -1.4355 - 2.5536 0

j

j

+=Λ

0 0 0 1.6449

é ùê úê úê úê úê úê úë û

(E2.10)

The left and right eigen vectors can be computed from equations (6.67) to (6.69) and

is given in (E2. 11)

0.8779 0.8166 0.8166 0.9670

0.1390 - 0.4029 0.0499 - 0.4029 - 0.0499 0.0600

0.4361 0.0245 0.3545 0.0245 - 0.3545 0.1771

0.

j j

j j

+=

1406 - 0.0853- 0.1865 - 0.0853 0.1865 - 0.1728 j j

é ùê úê úê úê úê úê ú+ë û

(E2.11)

1-=Ψ Φ (E2.12)

Participation factor matrix, can be computed as

0.1646 0.2589 0.2589 0.7515

0.0037 0.4930 0.4930 0.1178

0.5208 0.3731 0.3731 0.2590

0.3183 0.1734 0.1734 0.3898

T

é ùê úê úê ú= = ê úê úê úë û

P Ψ Φ (E2.13)

Page 52: Chapter6

6.52

E3. A two area test system consisting of four generators and eleven buses is shown in

the figure E3.1 below.

Fig. E3.1: Single line diagram of two area test system [7]

The generators G1, G2 are in area-1 and generators G3, G4 are in area-2. All the four

generators are of same rating that is three-phase 60 Hz, 20 kV and 900 MVA. The

transmission line parameters are defined on the base of 230 kV, 100 MVA. The

system base is taken as 100 MVA for load flow analysis. At bus-7 and bus-9 two

capacitors of 200 MVAr and 350 MVAr are connected, respectively. The bus data is

given in Table E3.1, line data is given in Table E3.2, line flow data is given in Table

E3.3. A net real power of 200 MW is being transferred from area-1 to area-2, which is

from bus-7 to bus-8, as can be observed from Table E3.3. The generators parameters

on 900 MVA, 20 kV bases are given below.

' " ' "0 0

' " ' "0 0

0, 0.2, 1.8, 0.3, 0.25, 8 , 0.03

1.7, 0.55, 0.24, 0.4 , 0.05 , 6.5

s ls d d d d d

q q q q q

R X X X X T s T s

X X X T s T s H s

= = = = = = =

= = = = = =

The static high gain exciters are used at all the four generators and the parameters are

given as 200, 0.01A RK T= = .

2

5 4 1

3

6 7 8 9 10 11

G1

G2 G3

G4

Page 53: Chapter6

6.53

Table E3.1: Bus data

GENERATION (pu)

LOAD (pu)

BUS VOLTAGE (pu) ANGLE

(degrees) REAL REACTIVE REAL REACTIVE 1 1.03 18.5 7 1.79 0 0 2 1.01 8.765 7 2.20 0 0 3 1.01 -18.4439 7 1.85 0 0 4 1.03 -8.273 7.19 1.70 0 0 5 1.0074 12.0365 0 0 0 0 6 0.9805 1.9858 0 0 0 0 7 0.9653 -6.3737 0 0 9.67 1.00 8 0.9538 -20.0995 0 0 0 0 9 0.9763 -33.5456 0 0 17.67 1.00 10 0.9862 -25.1838 0 0 0 0 11 1.0093 -14.9053 0 0 0 0

Table E3.2: Line data (pu)

From Bus To Bus ResistanceReactanceLine

charging1 5 0 0.0167 0 2 6 0 0.0167 0 7 6 0.001 0.01 0.0175 7 8 0.011 0.11 0.1925 7 8 0.011 0.11 0.1925 5 6 0.0025 0.025 0.0437 4 11 0 0.0167 0 3 10 0 0.0167 0 9 8 0.011 0.11 0.1925 9 8 0.011 0.11 0.1925 9 10 0.001 0.01 0.0175 11 10 0.0025 0.025 0.0437

Page 54: Chapter6

6.54

Table E3.3: Line flow data

LINE FLOWS

LINE FROM BUS TO BUS REAL REACTIVE

1 1 5 6.9944 1.7888 2 2 6 7 2.1982 3 7 6 -13.67 0.8984 4 7 8 2 0.0508 5 7 8 2 0.0508 6 5 6 6.9944 0.9684 7 4 11 7.19 1.6907 8 3 10 7 1.8515 9 9 8 -1.9062 0.5313 10 9 8 -1.9062 0.5313 11 9 10 -13.8577 1.4375 12 11 10 7.19 0.832

(a) Find the eigen values of the system and comment on the system stability.

(b) In case power system stabilizers are used at all the four generators then find

the eigen values and comment on the effect of power system stabilizer on the

system. The power system stabilizer parameters are given as

1 2 3 450, 10 , 0.05 0.02 , 3.0 , 5.4PSS WK T s T s,T s T s T s= = = = = =

Sol:

With the given system data first the generators are initialized using equations (5.76) to

(5.89). Then the system is linearized around the initial operating point. Each generator

is represented by a 7th order model, 2.2 generator model along with first order exciter

model. The state vector of an thi generator is given as

' '1 2, , , , , , , 1, 2,3, 4i i i di qi di qi fdiX E E E id w y yé ùD = D D D D D D D =ê úë û

(E3.1)

Since, there are four generators there will be 28 states. The state matrix of the

linearized system can be computed as given in equation (6.175). The size of the state

matrix is 28 28´ and hence there will be 28 eigen values. The eigen values can be

computed from the state matrix as explained in section 6.4 using QR method.

Page 55: Chapter6

6.55

The eigen values of the system are given in Table E3.4. Each eigen model along with

its frequency of oscillations and damping ratio are given in Table E3. 4. It can be

observed from Table E3.4 that there is one eigen mode with slightly positive value

and a second eigen value very close to zero. The first zero eigen value is because

there is no reference for the generator angles and hence the angles are not unique.

Second zero eigen value is because of the assumption that the generator electrical

torque is not effected by the speed variations.

Table E3.4: Eigen values of the system without PSS

No Eigen Value Frequency

(Hz) Damping

ratio 1 0.0004 0 1 2 -0.001 0 1 3 -0.1004 0 1 4 -3.3475-j0.0092 0.0015 1 5 -3.3475+j 0.0092 0.0015 1 6 -3.6881 0 1 7 -0.0281- j3.7805 0.6017 0.0074 8 -0.0281+ j 3.7805 0.6017 0.0074 9 -5.6707 0 1 10 -0.7196- j 7.1819 1.143 0.0997 11 -0.7196+ j 7.1819 1.143 0.0997 12 -0.9124- j 7.1702 1.1412 0.1262 13 -0.9124+ j 7.1702 1.1412 0.1262 14 -13.2546- j 0.1293 0.0206 1 15 -13.2546+ j 0.1293 0.0206 1 16 -18.9977- j 14.3284 2.2804 0.7984 17 -18.9977+ j 14.3284 2.2804 0.7984 18 -18.3899- j 17.5080 2.7865 0.7243 19 -18.3899+ j 17.5080 2.7865 0.7243 20 -27.9172 0 1 21 -28.8569 0 1 22 -31.6775 0 1 23 -32.3703 0 1 24 -36.2718 0 1 25 -95.2973 0 1 26 -95.9239 0 1 27 -97.4597 0 1 28 -97.5359 0 1

The eigen mode 7 and 8 are complex conjugate pairs with a very low damping ratio of

0.0074 and frequency of oscillation of 0.6017 Hz. These two modes are inter area

modes. The normalized participation factor of the states in mode 7 are given in Fig.

Page 56: Chapter6

6.56

E3.5. It can be observed that the rotor angle and speed of generator G1, G2, G3 and

G4 are participating maximum in this mode.

Fig. E3.5: Participation factor of state in eigen mode 7

Fig. E3. 6: Mode shape of the eigen mode 7

The elements, corresponding to the angles of generators G1, G2, G3 and G4, of the

right eigen vector of the eigen mode 7 are plotted in Fig. E3. 6. It can be observed that

Page 57: Chapter6

6.57

the generators G1, G2 are in one direction and generators G3, G4 are in almost

opposite direction. From this it can be understood that eigen modes 7 and 8 are due to

the inter area oscillations between generator G1, G2 in area-1 against generator G3,

G4 in area-2.

(b)

Table E3. 5: Eigen values of the system with PSS

No Eigen Value Frequency

(Hz) Damping

ratio 1 0.0004 0 -1 2 -0.001 0 1 3 -0.013 0 1 4 -0.1007 - 0.0000i 0 1 5 -0.1007 + 0.0000i 0 1 6 -0.1007 0 1 7 -0.1836 0 1 8 -0.1837 - 0.0001i 0 1 9 -0.1837 + 0.0001i 0 1 10 -0.3489 - 0.1576i 0.0251 0.9113 11 -0.3489 + 0.1576i 0.0251 0.9113 12 -3.2312 0 1 13 -3.2794 0 1 14 -3.7041 0 1 15 -0.1998 - 3.7846i 0.6023 0.0527 16 -0.1998 + 3.7846i 0.6023 0.0527 17 -5.5333 0 1 18 -1.0938 - 7.4313i 1.1827 0.1456 19 -1.0938 + 7.4313i 1.1827 0.1456 20 -1.2898 - 7.4316i 1.1828 0.171 21 -1.2898 + 7.4316i 1.1828 0.171 22 -12.8772 - 0.0975i 0.0155 1 23 -12.8772 + 0.0975i 0.0155 1 24 -18.8004 -14.4271i 2.2961 0.7933 25 -18.8004 +14.4271i 2.2961 0.7933 26 -18.1771 -17.6278i 2.8055 0.7179 27 -18.1771 +17.6278i 2.8055 0.7179 28 -27.5727 0 1 29 -28.3955 0 1 30 -31.6894 0 1 31 -32.4723 0 1 32 -36.2533 0 1 33 -50.0707 - 0.0025i 0.0004 1 34 -50.0707 + 0.0025i 0.0004 1 35 -50.1297 0 1 36 -50.1406 0 1 37 -95.3003 0 1 38 -95.9264 0 1 39 -97.4621 0 1 40 -97.5383 0 1

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6.58

The eigen values of the system with PSS at all the four generators is given in Table

E3. 5. Each PSS is represented by three dynamic equations. Hence, the total number

of state will be 40. The eigen mode 15 and 16, with damping 0.0527 and frequency

0.6023 Hz, are inter area modes. The participation of state in eigen mode 15 is given

in Fig. E3. 7.

Fig. E3. 7: Participation of the states in eigen mode 15

It can be observed that the states angle and speed of generator G1, G2, G3 and G4 are

participating maximum. Hence, it can be said that with PSS connected at the

generators G1, G2, G3 and G4 the damping of the inter area mode has increased from

0.0074 to 0.0527, which is a very significant improvement.

Page 59: Chapter6

6.59

References

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