popdemo (version 0.2-3)

inertia.tfa: Analyse transfer function of population inertia

Description

Analyse the transfer function of inertia of a given population projection matrix (PPM) model and perturbation structure.

Usage

inertia.tfa(A, d, e, vector="n", bound=NULL, prange, digits=1e-10)

Arguments

A

a square, primitive, nonnegative matrix of any dimension

d,e

numeric vectors that determine the perturbation structure (see details).

vector

(optional) a specified initial age/stage distribution of class vector or class matrix with which to calculate a case-specific inertia

bound

(optional) specifies whether an upper or lower bound should be calculated (see details).

prange

a numeric vector giving the continuous range of perturbation magnitude.

digits

specifies which values of lambda should be excluded to avoid a computationally singular system (see details).

Value

• A list containing numerical vectors:
• p
  the perturbation magnitude.
• lambda
  the dominant eigenvalue of the perturbed matrix.
• inertia
  the inertia of the perturbed matrix model.
• (Note that p will not usually be exactly the same as prange when specified, as the code calculates p for a given lambda rather than the other way around, with prange only used to determine max, min and number of lambda values to evaluate.)

Details

inertia.tfa calculates the transfer function of inertia of a matrix given a perturbation structure and a range of desired perturbation magnitude. Currently inertia.tfa can only work with rank-one, single-parameter perturbations (see Hodgson & Townley 2006). If vector="n" then either bound="upper" or bound="lower" must be specified, so calculating the transfer function of the upper or lower bound on population inertia respectively. Specifying vector overrides calculation of a bound, and will yield a transfer function of case-specific inertia. The perturbation structure is determined by d%*%t(e). Therefore, the rows to be perturbed are determined by d and the columns to be perturbed are determined by e. The specific values in d and e will determine the relative perturbation magnitude. So for example, if only entry [3,2] of a 3 by 3 matrix is to be perturbed, then d = c(0,0,1) and e = c(0,1,0). If entries [3,2] and [3,3] are to be perturbed with the magnitude of perturbation to [3,2] half that of [3,3] then d = c(0,0,1) and e = c(0,0.5,1). d and e may also be expressed as column vectors of class matrix, e.g. d = matrix(c(0,0,1), ncol=1), e = matrix(c(0,0.5,1), ncol=1). See Hodgson et al. (2006) for more information on perturbation structures. The perturbation magnitude is determined by prange, a numeric vector that gives the continuous range of perterbation magnitude to evaluate over. This is usually a sequence (e.g. prange=seq(-0.1,0.1,0.001)), but single transfer functions can be calculated using a single perturbation magnitude (e.g. prange=-0.1). Because of the nature of the equation, used in calculating the transfer function, prange is used to find a range of lambda from which the perturbation magnitudes are back-calculated and matched to their corresponding inertia, so that the output perturbation magnitude p will match prange in length and range but not in numerical value (see value and Hodgson & Townley 2004 for more information). inertia.tfa uses the resolvent matrix in its calculation, which cannot be computed if any lambdarange are equal to the dominant eigenvalue of A. digits specifies the values of lambda that should be excluded in order to avoid a computationally singular system. Any values equal to the dominant eigenvalue of A rounded to an accuracy of digits are excluded. digits should only need to be changed when the system is found to be computationally singular, in which case increasing digits should help to solve the problem. If not, then changing the range or step size of prange may help. inertia.tfa will not work for imprimitive or reducible matrices. There is an S3 plotting method available (see plot.tfa and examples below)

References

Townley & Hodgson (2004) J. Appl. Ecol., 41, 1155-1161. Hodgson et al. (2006) J. Theor. Biol., 70, 214-224.

See Also

S3 plotting method: plot.tfa Related: inertia, inertia.tfamatrix Sensitivity methods: inertia.tfsens, inertia.tfsensmatrix

Examples

# Create a 3x3 matrix
    A <- matrix(c(0,1,2,0.5,0.1,0,0,0.6,0.6), byrow=TRUE, ncol=3)
    A

    # Create an initial stage structure
    initial <- c(1,3,2)
    initial

    # Calculate the transfer function of upper bound on inertia 
    # given a perturbation to A[3,2]
    transfer<-inertia.tfa(A, d=c(0,0,1), e=c(0,1,0), bound="upper",
                          prange=seq(-0.6,0.4,0.01))
    transfer

    # Plot the transfer function (defaults to p and inertia in
    # this case)
    plot(transfer)

    # Plot lambda and inertia
    plot(transfer, xvar="lambda", yvar="inertia")

    # Calculate the transfer function of case-specific inertia 
    # given perturbation to A[3,2] and A[3,3] with perturbation 
    # to A[3,2] half that of A[3,3]
    transfer2<-inertia.tfa(A, d=c(0,0,1), e=c(0,0.5,1), vector=initial,
                          prange=seq(-0.6,0.4,0.01))
    transfer2

    # Plot p and inertia
    plot(transfer2)

    # Plot lambda and inertia by hand
    plot(transfer$inertia~transfer$lambda,type="l", 
         xlab=expression(lambda),ylab="inertia")