Full text: XVIIIth Congress (Part B2)

stitute 
gives 
S are 
  
Non Mobile Office 
CAPITAL INVESTMENT: 
Total station: 
Accessories: prism etc. 
pole 
Data collection handheld 
penpad 
Office computer 
Surveying software 
SUBTOTAL 
ONE PERSON OPERATION 
Options telemetry link 
target recognition 
motorization 
TOTAL CAPITAL OUTLAY 
SAVINGS: 
MANPOWER (Per year) 
Experienced surveyor 
2nd field person 
OTHER COSTS & SAVINGS 
Rent partial office floor space 
Reduction in rework due to on- 
site finish. 
Training 
TOTAL OUTLAY: FIRST 
YEAR 
SAVINGS AFTER FIRST 
YEAR 
CONCLUSION 
Substantial productivity gains may be possible 
through the completion of all data processing on 
site and in a form suitable for transmission direct to 
the client or data bank. Whilst, the security and 
technical issues of the receipt of data direct from 
the field are not considered by this paper, the in- 
field possibilities offered by relatively new 
REFERENCES 
Mobile office 
12,000 12,000 
700 700 
300 300 
2,000 
6,000 
6,000 
8,000 8,000 
29,000 27,000 
4,000 
3,000 
3,000 
37,000 
70,000 70,000 
35,000 35,000 
-2,000 
Unknown 
2,000 
134,000 107,000 
27,000 
technology have been considered. New field 
equipment technology incorporating new hardware, 
databases, software and communication systems 
offer benefits similar to those of “The Mobile 
Office". As a result, task oriented processes in the 
office and in the field can be radically re-thought 
with a tendency to finishing products in the field. 
Rousso, M and Lerner, N., Strategic Technology Planning as a Catalyst for Business Process Re engineering, 
Proceedings GIS/LIS, Phoenix, October 1994. 
* Ferguson, C. W., GIS and Improvement Alternatives: Process Improvement vs Re-engineering, Proceedings 
GIS/LIS, Phoenix, October 1994. 
* Hammer, M. and Champy, J., Re engineering the Corporation, 1993 
* Nix, M. J., The Information Highway for GPS and Total Stations, Proceedings Sth South East Asian and 
36th Australian Surveyors Congress, Singapore, July 1995. 
* GIM’s Penbased Notebook Survey, Geomatics Info Magazine, Vol. 9, No.3, March 1995 
281 
International Archives of Photogrammetry and Remote Sensing. Vol. XXXI, Part B2. Vienna 1996 
 
	        
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