ul 2004
International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences. Vol XXXV. Part B4. Istanbul 2004
Triangle side data structure
society. TriaSideID | StartV | EndV |LeftTria | RightTria | UpSQuad | DownSQuad Cutflag | CutCoord
| is that
ibed by
objects Edge data structure
segment . ; : ; = : = ae
QTPV EdgelD | StartV EndV | AdjSQuad | IsBelong | Attribute Cutflag CutCoord
hich If the value of IsBelong is —1, the edge length will be is zero so it will be a tine point.
' spatia
xample,
rface or Triangle data structure
or side TrialD | Vertex[3] | TriaSide [3] | AdjTria[3] | PosiAttr | PosiQTPV | NegaAttr | NegaQTPV | IsBelong
dy IS a
point or
ted by a Side quadrilateral data structure
ted data
tions of SQuadID | Vertex[4] [TriaSide[2]| Edge[2] |PosiQTPV|NegaQTPV IsBelong | PartType
e above
icted in
QTPV data structure
QTPVID | Vertex[6] | Tria[2] | SQuad[3] | AdjPrism[5] GeoObjType | IsBelong | CutFlag | CutMark [5] | PartitionCode
TIN data structure
TINID Type | TriaNum | Triangles| PosiGeoObj ! NegaGeoObj | Attibute IsBelong
Stratigraphy or fault interface data structure
| [StraID|'ry pe| MinBox TINNum|TINs PosiGeoObjNum|PosiGeoObjs| N NegaGeoObjNum | NegaGeoObjs | Attribute |IsBelong|
| Geological objects (stratigraphy, ore deposit, fault, folder, etc.) data structure
GeoObjID | GeoObjType | MinBox | StratIDs | QTPVs AdjGeoObjs | BoundTINObjs Attribute
=
3. MODELING OF SUBSURFACE OBJECTS re og | E A ‘
M. *. | S. ty Gnd triangulation
n 3.1 Stratigraphy Modelling = ;
[. Y Interfaces cross
With the differences of modeling data, stratigraphy modeling yr É um
method can be classified into: modeling using interpolation " d Ut
points of startigraphy interface and modeling using original
borehole's captured data. They are discussed as follows. Constmict NTPYs
location, ; x
of saving 3.1.1 Modeling Using Interpolation Points of Interface: This iu ns 1. Musee Crete
rimitives modeling method constructs NTPV. The main process includes Triangulation line
he data
gle, side-
order to
pological
interface
r texture
three steps. First, borchole data are compiled and divided into
different layers according to their lithology and height. Second,
stratigraphy interfaces are carried out curved face interpolation 3.1.2
and thus, regular multi-DEMs are built. These DEMs should
have coincident frames of references so as for the convenience
of later modeling. Finally, grid triangulation should be made to
Figure 4. Constructing of QTPVs by interfaces crossed grid
Modeling Using Borehole Captured Data: In this case,
the constructed model is QTPVs. This modeling is similar to
Delaunay triangle network. The latter is for constructing
intersecting points belonged to the same interface into a TIN,
structures
omposed
nt or
be regular and consequently NTPVs are constructed. with
corresponding two triangles located in adjacent stratigraphy
interfaces. If the interfaces are crossed in a grid. then some
special processes, such as calculation of cross line, and grid
triangulation and construction of NTPVs, should be done,
referred to Figure 4.
41
while the former is for constructing a series of QTPVs between
adjacent interfaces. Let the data structure of a borehole curve
point consists of 3D coordinates and an adjacent attribute code.
The adjacent attribute code is the down adjacent geological
body attribute of a point, and is numbered in increasing order
from the earth's surface to the subsurface. The main steps are as
follows:
(1) Create a triangle (up-triangle) using the methods of
constructing a Delaunay TIN according to the borehole
location points on the earth surface. This triangle is the up-