Textbooks
from VSSD b 2006 / viii
+ 128 pp. / ISBN 978-90-71301-98-8 / Euro
16,00 Available at
amazon.com ISBN
9071301982 ISBN 90-71301-98-2 EAN
9789071301998 Series
on Mathematical Geodesy and Positioning: The aim of computing a
geodetic network is to determine the geometry of the
configuration of a set of points from spatial observations
(e.g. GPS baselines and/or terrestrial measurements). The
configuration of points usually consists of newly
established points, of which the coordinates still need to
be determined, and already existing points, the so-called
control points, of which the coordinates are known. Network
quality control deals with the qualitative aspects of
network design, network adjustment, network validation and
network connection. By means of a network
adjustment the relative geometry of the new points is
determined and integrated into the geometry of the existing
control points. Prior to the network adjustment, the
geometry of the network is designed on the basis of
precision and reliability criteria. The adjustment and
validation of the overall geometry can be divided in two
phases, the free network phase and the connected network
phase. In the free network phase, the known coordinates of
the control points do not take part in the adjustment and
validation. The possible use of a free network phase is
based on the idea that a good geodetic network should be
sufficiently precise and reliable in itself, without the
need of external control. Moreover, it allows one to
validate the quality of the external control. In the connected network
phase, the geometry of the free network is integrated into
the geometry of the control points. Adjustment and
validation in this second phase differs from the free
network phase. The adjustment in the second phase is a
constrained connection adjustment, since it is often not
practical to see the coordinates of the control points
change everytime a free network is connected to them. For
the validation of the connected network however, the
unconstrained connected adjustment is used as input. This
allows one to take the intrinsic uncertainty of the
coordinates of the control points in the connection phase
into account. The goal of this
introductory text on network quality control is to convey
the necessary knowledge for designing, adjusting and testing
geodetic networks. For the purpose of network design, the
precision and reliability theory is worked out in detail.
This includes the minimal detectable biases and the
bias-to-noise ratios. For the purpose of the network
adjustment, the principles of unconstrained-, constrained-,
and minimally constrained least-squares estimation, are
treated. For the network testing, the principles of
hypothesis testing are presented and worked out for the
different network cases. For the free network phase this
includes the overall model test, the w-test, and the
data snooping procedure. For the connected network phase, it
includes the T-test, with an emphasis on the
detection and identification of errors in the control
points. Contents:
1 An overview 2 Estimation and precision 3
Testing and reliability 4 Adjustment and validation
of networks Appendix - A1 Mean and variance of scalar
random variables - A2 Mean and variance of vector random
variables References Index Aerospace
engineering
| Architectuur
en stedenbouw
| Bedrijfsleer,
innovatie, economie, recht en techniek, duurzame
ontwikkeling
| Bedrijfszekerheidstechniek
| Bouwtechniek
| Civiele
techniek |
Bouwen
met Staal
| Elektrotechniek
| Ergonomie
| Fysische
chemie en fysische en chemische
technologie
| Informatietheorie
| Landmeetkunde
| Levenscyclusanalyse
| Materiaalkunde
| (Technische)
natuurkunde
| Toegepaste
mechanica
| Toegepaste
taalkunde: Engels
| Water-
en kustmanagement
| Werktuigbouwkunde
| Wiskunde:
analyse, lineaire algebra,
statistiek
Updated: 15
January 2007, hlf@vssd.nl
Network quality
control
P.J.G.
Teunissen

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