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2. Ground Controls, Aerial Photos and Reference Maps
The 2nd investigation step was fundamental data acquisition of
ground controls, aerial photos and reference maps of the damaged
area for 3 D deformation measurement by the WG.
2.1 Ground controls before and after the Earthquake
As far as GPS ground controls are concerned, this area was in the
transitional stage towards GPS continuous observation stations.
Supervisory organizations, such as G.S.l., Kobe city, Nishinomiya
city, Toyonaka city and Osaka city have been setting GPS stations.
Just after the earthquake , G.S.l. started to install so called dense
GPS control network in this area for the continuous observation of
the earth surface movement in cm accuracy.
Organization |before the Just after the |1 year after the
from west Earthquake Earthquake Earthquake
Kobe 3D traversing |GPS(70) dense GPS GC
city(544 sqkm) |1st order (423)
Leveling
Ashiya no specified -—-------- [under planning
city( 17 sqkm) |own controls
Nishinomiya 3D traversing |GPS(85) completed
city( 99 sqkm) |1st order
Amagasaki 3D traversing _ |---—————— [under planning
city( 50 sqkm) |1st order
Toyonaka GPS GPS(39) GPS(2065)
city( 37 sqkm) |1st order 1st order 2nd 3rd order
Osaka 3D traversing |GPS check(30) |under planning
city(220 sqkm) |1st order
GS.L 3D traversing |GPS(20) dense GPS GC
1st-3rd Trig. Pt. (250)
input work. To make the matter worse, a map room in Kobe city
hall was crushed, when the building collapsed in the Earthquake.
Organization|Photo Period Purpose No.
(Map) Photos
scale
Kobe city 1|1:4000 1994 Road Approx.
(1: 500) management | 100
Mapping
Ashiya city |1:4000 1992 Sewerage |Approx.
(1: 500 Mapping 50
Nishinomiya |1:10000 [1994 Taxation Approx.
city (1: 1000) Mapping 20
Amagasaki |1:12500 11992 Urban Approx.
city (1: 2500) planning 20
Mapping
Toyonaka |1:3000 1994-1996 |Road Approx.
city (1: 500 management |360
Mapping
Osaka 1:10000 11992 Urban Approx.
city (1: 2500) planning 65
Mapping
Tab.4 Large scale aerial photos( Triangulated)
The existing triangulated aerial photos are stored separately in
different mapping companies, and not yet handled, as public
infrastructure, in a common public depository.
Tab. 3 GPS ground controls after the Earthquake
22 Large scale aerial photos before the Earthquake
According to the current surveying regulation, most of the
municipalities in the damaged area had some sort of large scale
aerial photos before the earthquake, for the following purposes.
Those zones are quite sparse in shape and documentation are
quite individual and diapositives are in different mapping companies
based on proprietary contracts.
23 Reference maps in the Earthquake area
Reference maps are sold separately, sheet by sheet by different
organizations and some sheets were sold out after the earthquake
and reprinted after several months.
For rapid investigation most maps were to be prepared in a digital
or raster form rather than paper style, corresponding to the
forthcoming digital processing.
Many field researchers complained about time consuming data
345
Map type Scale Usage Utilization |No. Map
Projection in Project |Sheet
General Map |1:1,000,000 |Active Fault |General 1in3
Lambert Maps overview
Regional 1:500,000 |Active Fault |detailed 1in8
Map Lambert Maps remark
Topographic |1:200,000 |Geological |General 4in 130
Map UTM Map overview
Geomorpholo|1:50,000 Geological |Base Map 125 in 1291
gic Map 1:25,000 Land Use [for 50 in 4383
UTM Map Research
1:10,000 Digital Base |Disaster 20
UTM Map Map
Local TM [FD Map 20
Urban 1:2,500 Print Map |Detailed Kobe
Planning Map [Local TM Research
Map
Road 1:500 Print Map |Detailed Kobe
Registration |Local TM Research
Map Map
Tab.5 Reference Maps for the research
Some reference maps,
such as geological maps, are used by
geological researchers in Japanese Geotechnical Society, with
their borehole column charts in a proprietary database system.
As opportunity permits we produced raster(image) data of these
reference maps in the project.
International Archives of Photogrammetry and Remote Sensing. Vol. XXXI, Part B4. Vienna 1996