The research aims to study the possibility of using practical methods to monitor the
geodetic vertical deformations, and to study the engineering of the origin of the
strengthened carbon fiber. Because of proposed changes in the construction status
of some
of its elements, the study will be accompanied by simulation of the proposed changes by
adding additional live and dead loads, that are equivalent to the new situation. This study
will be made by measuring the vertical displacements for some points of those elements
within optimal control network based on geodetic network confidence requirements. This
study will also assess the potential use of electronic digital high accuracy levels and the
supplied software.
The research succeeds in showing the possibility of quantifying the potential
deformations in reinforced elements, as well as the efficiency of the proposed method of
control and the equipment used.
This research includes a geodetic study for the rehabilitation of damaged bridge
cranes axes, its reconstruction and calibration in order to invest in the production process.
The beginning was devoted to studying the types of bridge cranes used in
large factories,
geodetic methods used in their construction, and the conditions that must be achieved by
axes. Based on the previous conditions, we have proposed a geodetic method to
rehabilitate cranes. Also, a computer program has been prepared to implement the
proposed mechanism by (mat lab). Testing the proposed method I has been done with the
program on actual examples. The program was tested in two main cases:
-First: When installing bridge cranes axes,
-Second: In the periodic monitoring (systematic control) for bridge cranes.
The research has proved the possibility of using the proposed method in
rehabilitation, installation, periodic monitoring. It also has showed the efficiency of the
proposed computer program.
The research aims to complete the study of the theory and operation of networks
geodesic associated marine beach, whether horizontal or vertical, with display rods and
devices used in completion of topographic survey of networks in both land and ma
rine
parts.
In theoretical part it was addressed to specific shapes networks geodesic which
distinguish maritime works beach that takes the form of the morphological characteristics
of the natural land of each building proposed network, and the numerical characteristics of
each building proposed networks.
In the practical part the results of measurements and amendments was presented to
some forms of executed geodesic beach networks for several forms of works: (topographic
raise achievements within the existing and investor basin in order to establish a slider,
completion of the cadastral beach works in order to determine distortions in the existing
pier, clean the shipyard of silt and sediment.
Software has been reviewed to assist in completing marine works, utmost to obtain
the final marine charts.
The research concluded that specific proposals on vertical geodetic networks studies,
and identify the various parts of software related to marine works and ways to take
advantage of them.
The research aims to complete the theoretical, analytical and practical study for
elevation networks in some medium and small dams in the coastal region of the Syrian
Arab Republic, In terms of the configuration of network, strength of network and
measured
elements, And instruments that must be used to obtain the required accuracy, and efficient
of the mathematical model used, The design and implementation of monitoring and control
points in the used network and propose appropriate solutions. During the research was
done on two independent programs , The first relates to simulated measurements in the
elevation network specific elements, The second for adding program to software is the
famous engineering drawing (land development) to enable the user for adjusting elevation
networks without going out of the graphical program.
The research concluded that specific proposals on elevation geodetic networks
studied, and to show the efficiency of all programs designed within Land development
software and modeling the elevation measurements.
The objective of the research is to complete a theoretical and practical study related to
coastal marine works in order to calculate the amounts of silt removal from harbor basins
and entrances, and to present the methods and devices used in the pe
rformance of
topographic survey and numerical methods in the calculation and comparison of
quantities.
In the theoretical part, the factors that lead to the formation of silt deposits in the port
basins, the methods of their removal and the deepening of the navigational pathways to
enter and exit the harbors were addressed.
In the practical part, the results, methods of measurements and topographic results were
presented during the stages of investment of the port, at least two stages, at the beginning
of the investment and before the process of direct withdrawal, and then calculating the
quantities of the implemented and comparing them, to obtain maritime plans and final
quantities.
The research concluded with specific proposals on the methods of calculating the
quantities of the isolated port, the method of constructing the measured geodetic networks,
the achievement of the topographic elevation under the water surface, and the
identification of the software parts related to the various marine works and ways of
benefiting from them.