The cost of photogrammetrie survey for industry should be 
comparable with the cost of aerophotogrammetrie mapping, which 
happen to be the main part of applied photogrammetry. One should 
consider, of course, the joint cost qf equipment, its producti 
vity, break-down factor and operator s salary* In case of 
typical survey one should apply the proper priced catalogue* 
Terrestrial engineering photogrammetry is most widely applied 
in Poland in the field of recording of historic monuments* It is 
due to the fact of wide development of architectural revalori 
sation in our country, which guarantees the work to specialized 
laboratories for several years ahead. It guarantees therefore 
also a fast amortisation of costly equipment* Specialized teams 
are well equipped, and properly organized. The well planned 
work can be divided among highly specialized people and crev/s 
payed acording to the amount of work in agreement with proper 
priced catalogue* When working in such a system people get 
higher solaries easier and the companies get a better profit* 
Also important for development of production within architectural 
photogrammetry is the attractiveness of the objects of survey 
themselves, the work on historic monuments is more exciting than 
- let s say-leveling or traversing carried out for several years* 
People prefere to be employed in modern laboratories under the 
condition of professional satisfaction and good, or at least 
not worse financialequivalent that in other laboratories. 
The whole situation results in a very heigh standard and quality 
of the plotting of historic monuments* The equipment most often 
utilized in laboratories of architectural photogrammetry con s ists 
of: Photheo 19/1318, UMK 10/1318, Topocart, Orthophot 
/VEB Jena/ and rectifier* 
Another application of the engineering photogrammetry is*the 
survey of deformations and displacements* The work of that type 
is or was performed in larger number of companies than architec 
tural photogrammetry, but usually by small teams or even by 
single photogrammetrists* The companies most often use for that 
type of work the cameras from Jena: Photheo 19/1318 and UMK 
10/1318 and stereocomparator 1818; less often they use Stecometer 
with Coordimeter or, only inrare cases, Wild stereocomparator 
PSK-2, Ascorecord and Wild phototheodolitesFor analitical data 
treatment the computers type ODRA made in Poland are usually 
utilized* Engineering photogrammetry is most often applied for 
survey of inclinations of industrial chimneys, masts or poles, 
for investigation of deformations of bridges, viaducts or dams 
and also ships during assembling or launching. Engineering 
photogrammetry is also applied for survey of landslides or 
investigation of abrasion of river-sides or sea-sides* Som 9 
attemts ware made to use photogrammetry for survey of deforma 
tions of rails under gantry bridges, for survey of industrial 
buildings and varions models* 
Apart from the two main groups of applications mentioned above 
engineering photogrammetry is utilized also in open pits and 
under ground mines* Only few companies uses photogrammetry 
control of assembling of skeleton-constructions and semifinished 
elements* 
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