The first order design problem in geodesy is generalized here, to seek the network configuration that optimizes the precision of geophysical parameters. An optimal network design that satisfies intuitively appropriate criteria corresponds to minimizing the sum of logarithmic variances of eigenparameters. This is equivalent to maximizing the determinant of the design matrix, allowing for closed-form analysis. An equivalent expression is also given specifically for square root information filtering, to facilitate numerical solution. Appropriate seeding of numerical solutions can be provided by exact analytical solutions to idealized models. For example, for an ideal transform fault, simultaneous resolution of both the locking depth Dand location of the fault is optimized by placing stations at ±D/√3 (∼9 km) from the a priori fault plane. In a two-fault system, the resolution of slip partitioning is optimized by including a station midway between faults; however resolution is fundamentally limited for fault separation <2D(∼30 km).
[1]
Peter J. Clarke,et al.
Geodetic investigation of the 13 May 1995 Kozani‐Grevena (Greece) Earthquake
,
1997
.
[2]
James L. Davis,et al.
GPS APPLICATIONS FOR GEODYNAMICS AND EARTHQUAKE STUDIES
,
1997
.
[3]
J. Zumberge,et al.
Precise point positioning for the efficient and robust analysis of GPS data from large networks
,
1997
.
[4]
G. Bierman.
Factorization methods for discrete sequential estimation
,
1977
.
[5]
Edward J. Krakiwsky,et al.
Geodesy, the concepts
,
1982
.
[6]
T. Dixon,et al.
Relative motion between the Caribbean and North American plates and related boundary zone deformation from a decade of GPS observations
,
1998
.
[7]
Paul Segall,et al.
Time dependent inversion of geodetic data
,
1997
.