189
Figure 2 : GPS network connecting I.G.S./A.S.I.
permanent stations with "farogoro" local
point.
In Appendix A we report the files : "elenfis.dat",
"misgoro.dat", "misngoro.dat", "xinigoro.dat", "nppi-
goro.dat", "emisgoro.dat", "parellis.dat".
After, we have inserted one blunder of 1 meter in
the AY component of the GPS baseline vector bet
ween MATERA and farogoro; hence we have ve
rified the presence, the localisation and the magni
tude of the blunder with Global Test and the
BAARDA TESTS which are reported in Appendix B.
In Appendix C we report the adjusted coordinates
with the e.q.m.
Finally we report in Appendix D the file "pesigo-
ro.dat" and the BIQUE scale factors for the GPS
vectors cofactor matrices. These last two lists deal
with a case of a larger number of I.G.S./A.S.I. sta
tions as reported in the last part of this appendix.
7. REFERENCES
Crocetto N., Gatti M., Russo P. (1998a). A general
method for the BIQUE estimation of variance-
covariance components. Preprint of Department
of Engineering n. 062, October 28, 1998, Univer
sity of Ferrara (Italy).
Crocetto N., Gatti M., Russo P. (1998b). L’impiego
del GPS nello studio della morfodinamica dei lito
rali. "2 a Conferenza Nazionale della Federazione
delle Associazioni Scientifiche per le Informazio
ni Territoriali e Ambientali (ASITA)". Bolzano,
November 24-27,1998, Voi. 1, pag. 541-546.
APPENDIX A
FILE ELENFIS.dat
ITRF94
Num.
1
2
3
at epoch 1997.6 COORDINATES-E.Q.M. OF THE I.G.S./A.S.I. STATIONS
Name
Y
CAGLIARI
GRAZ
MATERA
(meters)
4893378.945
.003
4194423.965
.005
4641949.712
.006
(meters)
772649.639
.002
1162702.567
.007
1393045.296
.007
(meters)
4004182.058
.003
4647245.326
.006
4133287.332
.006
FILE MISGORO.dat
GPS BASELINE VECTOR COMPONENTS AND VARIANCE-COVARIANCE MATRICES
Station Forward AX AY A Z
1 CAGLIARI farogoro
2 GRAZ farogoro
3 MATERA farogoro
(meters) (meters) (meters)
-465103.389 200718.255 466769.555
4.104930E-006
9.774491 E-007 1.458385E-006
1.996924E-006 4.536342E-007 3.856679E-006
233852.273 -189334.805 -176293.509
1.746168E-005
5.660579E-006 8.087238E-006
9.518535E-006 3.375661E-006 2.211402E-005
-213673.741 -419677.482 337664.478
1.706734E-006
6.391005E-007 7.787347E-007
8.644070E-007 3.650592E-007 1.653840E-006