Full text: Technical Commission VIII (B8)

Figure3. 1:5.000 Scaled Topographical Map 
  
Figure4. 1:5.000 Scaled Pipeline Layouts 
Obstacle lists of pipeline prepare at design stage of projects and 
contain information regarding spatial objects that has 
intersection with pipeline axis like overhead power line and 
underground cables. These lists have coordinates of objects, 
owners' information and material etc. In this research pipeline 
obstacle list has been used as attribute table of spatial data and 
is given Figure 5. 
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
[ Meme | WP | Easting | Horthing | Elevation | Owner| Material | Type | Radius | Clearance | Voltage 
NG4.014 dub 4090891: — 8103154. 160848 «Nub «Nub «Nu» — «Nub — «Nub Nul» 
NGS-903 | 3517.16 — 5641502: 4502497: 129577 «Nub «Nub «ub dub dub «Nul» 
SKG4-906 | 20535 — 4112892. — 5055097: —— 196451 DS] BETON repez -Nüb — «Nub ET 
NOL05 | 434337 4451789. — 3639945 78218 «Nu — «Nub «ub — ib — qu Nui» 
NGL178 | 863948 7140.69 560195: 959279 «Nub — «Nube qu» — b —ub qui 
SKG4-951 |1337014 — 791422. — 6168444 — 610251 SI — BETON | Traper us — «Nub dub 
NG3-951 1342385 — 7808142. — 8121762: 809824 «Nub — «Nub «Nub dub — «Nub «Nuls 
NG2018 :1345871. — 785i. — 8091233: 809752 «Nub «Nub «Nb — «Nd — «Nub ET 
NG3-071 : 1469945 7341892. — 5003/81 810968 -Nub «Nub «Wb — «db ub Nul» 
NG2952 148190] 737185: 4587829. 810248 «Nub «Nub qu» — «b — «db ui 
NBOL000 | 94804 — 7531301. 9892827. S97138 TEDAS «Nub «Nu» — 40 <ul> <ul> 
65.244 7328 — 4149472: 7943409 165393 KHOM — «Nub. «ub dub dub «Nul» 
YO4015 | 114833 4328361. 6929714: 240888 KHOM «Nub «Nub — «Mdb — «Nub aui 
YGA017 | 20197 4124534. — 8006909: — 210365 KHOM «Nub «ub — «db Nu ETS 
NGSS | 1885 ^ 428 G0. — 2052 WM «b — ab — qub — qub qub 
YG&-05 | 491337 — 4712756: — 345140 59717 KHOM Ab «b Nib «Nu qu» — 
YGA-018 503058 — 4823715: — 3271469 49301 KHOM — «Nub «ub — «ib ub Nul» 
YGE-018 | 5080239 4863505. 3228094 49598 KHOM ub» Ab — «b — «Nub qui» 
Voë-co6 7593.48 8615043. 1457028 24.583 KHOM — «Nub qub — «ib ub ETS 
  
  
  
  
  
Figure5. Pipeline Obstacle List Sample 
2.3 Reasoning Mechanism 
The reasoning mechanism developed for identification of 
hazards automatically by the system by using project 
topography and layout maps, is based on automatically 
execution of spatial queries and spatial analysis. Furthermore 
reasoning mechanism for identifying a spatial hazard is based 
    
on geographic objects represented by points, lines and polygons 
on the map (e.g., roads, underground cables); related hazard 
was represented in a vector model. 
        
  
Elevation 
Figure6. Derived Raster Data 
The hazards that needs to be defined based on slope and altitude 
were represented in a raster model since they are associated 
with heights which is represented in raster data format in GIS. 
Derived data shown in Figure6 is used to determine hazards 
relevant to terrain. Moreover used analysis methods are given 
below Table2. 
  
  
Spatial Analysis Functions 
Linear Referencing - to define working interval on 
Dynamic pipeline, 
Segmentation 
- to determine and model hazards 
relevant to heights (i.e. working 
Height Analysis and travelling to height etc.) 
- to determine and model hazards 
Slope Analysis relevant to slope (i.e. equipment 
using on steep slopes etc.) 
- to determine and model hazards 
Buffer Analysis relevant to centerline (i.e. access 
egress to trench etc.) 
Table2. Spatial analysis and functions to be used 
Regarding hazard risk assessments’, whose data are stored in 
the system, is performed in three steps: (1) The risks ratings for 
project-independent hazards are entered by the system 
developer/H&S personnel only once as default values, and these 
ratings are used for all pipeline projects, (2) The risk ratings for 
non-spatial and project dependent hazards are entered by the 
H&S personnel at the beginning of each project, (3) the risk 
ratings for project dependent and spatial hazards are 
automatically identified by the system by using project 
topography and layout maps and presented to the user. 
According to H&S DSS work flow as shown in Figure 7., once 
the risk ratings are created, a worker or a project engineer, can 
enter the location of the activity in the system (e.g., between 10- 
15 km) and enter the type of activity that s/he will perform in 
that area (e.g., trenching). The system will provide a thematic 
risk map where different risk ratings are shown as colour-coded 
areas along with the proposed mitigation measures. For instance 
  
  
  
  
  
  
  
  
   
    
  
   
   
  
  
  
   
   
   
   
   
      
      
   
   
    
     
      
         
             
    
        
         
       
   
         
       
   
   
   
   
   
  
    
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