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Here you find explanations of terms used by IN DUBIO PRO GEO. In the text they are often marked like this and equipped with tooltips, except you prevent this in the . The terms are given in alphabetic order.
TermMeaning
a posteriorivalue estimated from measurements (observations)
a priorivalue known prior to (before) the measurements, based on experiences
barycentrecentre of mass of points or curves or areas, possibly including weights
blind target pointtarget point without measurements, used in the universal computer to generate polar values r,t,v,s,e for this target
Bonferroni equationFor multiple hypothesis tests the probability of type I decision error is portioned equally to all single tests
central meridianFor grid systems (UTM, Gauss-Krüger etc.) the meridian in the middle of the meridian strip
collimation errorDeviation of the optical axis of the telescope from the plane perpendicular to the horizontal axis of the instrument
collinearlocated on the same straight line
common normalshortest connection between two skew straightlines, is perpenticular on either line
coplanarlocated on the same plane
concavedished or hollowed inward
confidence levelprobability that the confidence region covers the true value or point
control pointsalso ´´identical´´ or ´´homologous´´ points: transformation points with identical names and given coordinates in both systems
convex hullsmallest convex set, that contains all given points
curve equationequation, that is fulfilled for points in the curve, but not for others
default valuein a data list pads all missing values of this data type or column
equirectangular projectionalso ´´equidistant cylindrical projection´´: The meridians and parallels form a lattice of equisized rectangles.
error propagationtransfer of errors in the input quantities to the output quantity, amplification or attenuation may occur
Eulerian angleone of three rotation angles, which can be used to transform one spatial system into another by three rotations about defined axes
Eulerian axisrotation axis through the origin, about which one spatial system can be transformed into another by a single rotation, represented by three vector components
excess kurtosisindicates, how thin or thick the tails of the measurement distribution are, in comparison to the Gaussian normal distribution. Excess kurtosis < 0: thin-tailed (blunt peaked), = 0: normal shape (Gaussian bell), > 0: thick-tailed (sharp peaked)
false eastingEasting at the central meridian, usually 500000. Change, when using abbreviated eastings!
false northingNorthing at the equator, on the northern hemisphere usually 0. Change, when using abbreviated northings!
geodesicshortest curve inside a surface (here: ellipsoid of revolution), which connects two given points
global testalso ´´overall model test´´: a χ² test, checks if the prior and posterior standard deviations are in sufficient agreement
grid systemgeodetic coordinate system defined on a meridian strip, which can be conformally (true angle) mapped to the plane. Best known are UTM and Gauss-Krüger. The coordinates are called northing, easting, height
group refractivityrefractivity referring to the group velocity (signal velocity) of the wave packet
information criterioncriterion for the selection of a model in statistics. If we have stochastic observations and a set of model candidates at our disposal, then we compute for all candidates the corresponding value of the information criterion. A small value indicates that a model is adequate
inter quartile rangedifference of the 3rd and 1st quartile. This interval includes 50% of all values of a quantity
isometric latitudelatitude whos parallels, together with the meridians, form a grid of squares on the ellipsoid, which become smaller and smaller towards the poles
lefthandedX=thumb, Y=forefinger, Z=middle finger of the LEFT hand, line of sight onto palm
matrix conditionindicates the degree of error amplification during the adjustment solution
medianin a sorted list of congeneric values the one at the midpoint of the list
normal atmosphereatmospheric conditions, for which the distance measurement value to be corrected would be valid
normal gravityvalue of the gravity acceleration in the normal gravity field, a simple model of the true gravity field of the Earth
parallelalso ´´circle of latitude´´: circle on the reference ellipsoid, connecting all locations having a given latitude
phase refractivityrefractivity referring to the phase velocity (velocity of a wave front) of the wave packet
polygonal diametermaximum distance of two vertices
polylinealso ´´polygonal chain´´, where the first and last vertex are not connected by a side
pseudo rangeone of measured ranges differing from the true ranges by a common offset (typical in GNSS)
quadriccurve or surface of 2nd order, especially circle, ellipse, hyperbola, parabola, sphere, ellipsoid, hyperboloid, paraboloid
quaternionhere: Parameter for the representation of a general spatial rotation, often more useful than Eulerian angles
random samplehere: set of continuous random variates (outcomes of a random variable)
rangemaximum minus minimum of associated values
rectified latitudelatitude proportional to length of the meridian arc, such that on the ellipsoid all parallels are equidistant
reduced latitudealso ´´parametric latitude´´: latitude of point P′ on circumscribed sphere, quantity shows up in many geodetic formulae
redundancy partfraction of the total redundancy assigned to an observation = degree of controllability by other observations in an adjustment
redundancyalso ´´degrees of freedom´´: number of surplus observations
refractivityThe refractivity N relates to the refractive index n by N=(n-1)*10^6.
residuary misclosurealso ´´residual mismatch´´: given coordinate minus coordinate computed from transformation parameters
righthandedX=thumb, Y=forefinger, Z=middle finger of the RIGHT hand, line of sight onto palm
loxodromealso ´´rhumb line´´: a curve with constant true bearing, i.e. cross-secting all meridianes by the same angle
robust estimationestimation of parameters not grossly falsified by model or data errors like gross errors in the observations
shear mappingalso ´´transvection´´: affine mapping of the plane onto itself, which preserves the area of geometric figures, but angles may change
skewnessindicates, how symmetrical or non-symmetrical the measurement distribution is. Skewness < 0: skewed to the left, = 0: symmetrical, > 0: skewed to the right
slope distancespatial distance of station and target
surface equationequation, that is fulfilled for points in the surface, but not for others
trilateration networkGroup of points with some measured distances
target heightheight of the reflexion point or targeted point above the target marking (zero, if the marking is directly targeted)
type I decision errorerror that a true null hypothesis is rejected
unit vectorvector of length 1 (unit length)
vertical index errordeviation of the measured zenith angle from zero, if the telescope is directed to the zenith
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