Acknowledgement
DIGITIZED | I wish to express my particularly gratitude to
PHOTOGRAMMETRIC Mr A,van Voorden /Department of Geodesy, Delft
DATA FIELD DESIQNER'S DATA University of Technology/ and Mr J,G,van der
CONTROL Fon Kraan /Rijkswaterstaat, Meetkundige Dienst/ for
their continuous assistance during the photog-
BEN rammetric data acquisition and display phases,
SPECIFIC References
ENGINEERING
para l. Adolfsson,B.: The Adaptation of Photogram-
SAN j metric Techniques to Road Design Needs.
PERMANENT \2 NATO Advanced Study Institute Seminar,
Copenhagen, 1972
COMPUTATIONAL. COMPUTATIONAL
ROUTINES
& TEMPORARY
PROBLEM RELATED
2, Pfaltz,J.L.: Representation of Geographic
Surfaces within a Computer, NATO Advanced
Study Institute Seminar, Nottingham,1973
3. Caruthers-van Dam: General Purpose Graphic
+ Systeme Catholic University of Nijmengen,
ROUTINES
1975
4. Report of the Working Group IV/1.
ISP Congress, Helsinki,1976
SELECTIVE 5, Schut,G.H.: Review of Interpolation Methods
PRINTOUTS for Digital Terrain Models. The Canadian
Surveyor Vol.30No,5 Dec.1976
6. Bauhuber-Erlacher-Giinther: MBB ICES DGM
A Digital Terrain Model and its Application
First European ICES User?s Group Conference
Delft,1977
7. Craine-Houlton-Malcomsons: MOSS - Modelling
Systems, The Journal of the Institution of
CONVERSATIONAL
MODE
Highway Engineers April,1977
5 em 8. Craine-Heatherington: Ground Model Accura=
Fig. 7 Man-machine configuration in CAD eR PRO Sumger AÄnnusl Meeting ‚1977
9, Duivenvoorden,J,: ICES ROADS /M,I,.T, Ver-
sion/. Tutorial Lecture held on the First
European ICES User®s Group Conference,
OFF - LINE
GRAPHICS
veral design alternatives were efficiently Delft,1977
analysed, The total CPU time was lo8s in lo. Kozák,M.: A szabadfelszinü nem permanens
the IBM 370/158 environment, vizmozgások számitása /Computation of the
free surface unsteady water flows/
Further investigations Akadémiai Kiadó, Budapest,1977
11, RIVERS Section of ROADS User?s Manual
The time till now has been used to collect Systems Laboratory, Ministry of Works and
experience with ICES, to prepare several ty- Development. Wellington,1977
pes of surface model and to formulate requi-
rements for further investigations, As the
next step we will compare the various types
of model analytical way, The results should
be published next year, The classical sec-
tion pattern of ICES for surface represen-
tation seems to be overshadowed in the li-
terature by string concept and irregular
triangle meshing. Further aim of investiga-
tion is to find more efficient datastorage
techniques /as reviewed in [2]/ and data ma-
nagement form for bed description required
in modelling of natural/artifical free sur-
face flows, The described technique for chan-
nel design would appear equally possible with
MBB DGM [6] and MOSS [7,8] as for the ICES
System, Therefore, it would be desirable to
make comparative investigations upon the same
data base, MOSS has not been used for such
application in Britain till 1977. After ac-
quainting with the recent modelling systems,
the selected one should be done fully I/O
compatible with the engineering problem sol-
ving programs developed by the Institute for
Hydraulic Planning, Budapest for open-channel
Steady flow analysis, The bed data storage
and retrieval system would be a suitable basis
&lso for free surface unsteady flow simulation
using & series of scientific subroutines writ-
ten in FORTRAN, described by prof, Kozák from
the Budapest Technical University [10].
44