APPLIED GEODESY - PART 1. ENGINEERING GEODESY - SUMMARIZED PRESENTATION | Page 71

2.2 . Connecting measurements on the Bulgarian side
56
2.3 . Connecting measurements on the Romanian side
58
2.4 . DGPS measurements across the river
59
2.5 . Height connection across the river
60
2.5.1 . Measurements and processing
60
2.5.2 . Height difference between Vidin and Calafat
62
2.6 . Heights in digital projects of the electronic database
63
2.7 . Coordinates
64
3.1.2.4 . Providing geodetic , topographic , cadastral , infrastructural , legal ( expropriation )
and other information – basis for bridge design
66
1 . Available geodetic and topographic basis in the region for design of
Danube Bridge 2
66
1.1 . State and regional network for local purposes in the area of the bridge
to ensure the collection of topographic and other versatile information67
1.1.1 . Updating the type and measurement of networks
67
1.1.1.1 . Reference geodetic network to provide topographic survey in scale
1:1000 of an area of about 700 ha
67
2 . Elaboration of an up-to-date numerical topographic map in scale 1:5000 68
3 . Combining the numerical model of the topographic map with models from
the land subdivision plans in force
69
4 . Exploring the location of underground conduits and facilities in
the construction area of the bridge and the railway equipment and
their designation in a copy of the topographic map in scale 1:5000
70
4.1 . Feasibility studies
70
4.2 . Plan of underground conduits
70
5 . Elaboration of a numerical cadastral plan in scale 1:1000 for the area
of Danube Bridge 2 Vidin – Calafat
72
6 . Designation of the design solutions for the location of Danube Bridge 2
and the accompanying infrastructure in the numerical model of
the topographic map in scale 1:5000
74
7 . Reference geodetic network to ensure the design of the adjacent
Infrastructure
75
8 . Plot problems and expropriation
78
9 . Hydrographic measurements and investigations and depiction of
underwater relief
79
9.1 . General statements
79
9.1.1 . Analysis of the initial information
79
9.1.2 . Organization of work and equipment
80
9.1.3 . Methodology and technology of work and normative regulations
80
9.2 . Geodetic base
81
9.2.1 . Work geodetic base
81
9.2.2 . Data processing
81
9.2.3 . Accuracy assessment
82
9.3 . Topographic survey
82
9.4 . Hydrographic survey
82
9.4.1 . Technology and organization
82
9.4.2 . Echo sounder measurements
83
9.4.3 . Measurement processing
84
9.4.4 . Accuracy assessment
84
71