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300    APPENDIX F State variable models and transient analysis




                         A is an (n x n) square matrix; and xand b are (n x 1) column vectors. A matrix is
                         shown by an upper-case letter and a vector by a lower-case letter with an underline.
                         Laplace transform of a variable, z(t), is indicated by the upper-case letter, Z(s).
                         The element of a matrix, A, in row i and column j is denoted by a ij . If the number
                         of rows (m) is equal to the number of columns (n), m¼n, then A is called a square
                         matrix. If m 6¼ n, then A is a rectangular matrix. If most of the matrix elements are
                         zero, the matrix is said to be sparse. State variable matrices in nuclear reactor sim-
                         ulations are generally sparse, with non-zero elements clustered around the matrix
                         diagonal.
                            The A matrix for most nuclear reactors have negative diagonal elements. A pos-
                         itive diagonal element may exist in a model for a stable system, but instability is often
                         encountered for such a model. A positive diagonal element causes a suspicion
                         that the solution will indicate instability. If the analyst has reason to believe that
                         the reactor is stable, it is wise to check the correctness of a positive diagonal element.
                            A column vector x of variables is an ordered array of scalars. A column vector x
                         with n elements has the dimension (n x 1) as shown in Eq. (F.4a).
                                                             2  3
                                                               x 1
                                                               x 2
                                                             6  7
                                                             6  7
                                                             6 :  7
                                               Column Vector x ¼  6  7  ð nx1Þ          (F.4a)
                                                               :
                                                             6  7
                                                             6  7
                                                               :
                                                             4  5
                                                               x n
                         A row vector is defined as the transpose of a column vector.
                                                     T
                                                        ½
                                                    x ¼ x 1 ,x 2 , …x n Š               (F.4b)
                         Dynamic analysis involves the use of matrix differential equations as shown in
                         Eq. (F.5).
                                            dx 1
                                               ¼ a 11 x 1 + a 12 x 2 + … + a 1n x n + f 1 + g 1
                                             dt
                                            dx 2
                                               ¼ a 21 x 1 + a 22 x 2 + … + a 2n x n + f 2 + g 2
                                             dt
                                                                                         (F.5)
                                            …
                                            …
                                            …
                                            dx n
                                               ¼ a n1 x 1 + a n2 x 2 + … + a nn x n + f n + g n
                                             dt
                                                                                            2
                         There are n equations in n solution variables, {x i ,i¼1, 2, …,n}. There are n
                         constant coefficients. The {f i , i¼1, 2, …,n} represent the external forcing functions
                         (including zero values). The {g i , i¼1, 2, …,n} represent nonlinear terms in the state
                         variables (including zero values).
                            These equations may be expressed in matrix notation as follows.
                                                     dx
                                                        ¼ Ax + f + g                     (F.6)
                                                      dt
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