Author/Authors :
A. MOHAMMAD MIRZAEE Head of surveying department of MGCE - Tehran , N. RAJABI NAZARI Head of Microgeodesy and GPS group - Tehran , R. ESMAEILI Microgeodesy and GPS group fellow - Tehran
چكيده لاتين :
Karkheh earth dam is located near Andimeshk, Khuzestan province, Iran, on the Karkheh River. This
structure has a total length of 3030 meters and a height of 127 meters, with reservoir capacity of 7.6
billion cubic meters.
Because of the large extent of this dam, conventional methods seemed to fail to satisfy
monitoring requirements, as they required much time and furnished less accuracy in this case.
Besides, earth dams' movements are more substantial than concrete dams. GPS and Microgeodesy
group of surveying department of Mahabghods consulting engineers company recommended
combining precise leveling vertical networks with GPS horizontal monitoring networks to complete
the survey of the dam. These networks are described as follows:
GPS-based reference network of the dam region to establish a stable reference frame
GPS-based monitoring network to detect horizontal displacements of the dam, using stable
points of reference network
Leveling network of the dam region, dam itself, galleries and powerhouse
The first network with 12 points has been surveyed for 3 times to establish a reference frame to
monitor the second network on the dam, which consists of 123 monitoring points. This project has
been surveyed in ten epochs to fully monitor movements of the dam. Dual frequency GPS receivers,
modern GPS software capable of applying differential methods and adequate configuration were used.
By following all pre-requirements, the accuracy of sub-millimeter for reference network and
maximum 2.1 millimeter for monitoring network in 95% confidence level was obtained in the last
survey, which was satisfactory in the case of earth dams whose displacements are considerable
enough with respect to these values.
Leveling network consists of 119 points to control the vertical movements of the dam. This
network completely meets the vertical monitoring requirements as the maximum accuracy of 0.64 in
95% confidence level was obtained in the last survey.
This paper presents these networks; the consistency and applicability of them, especially in
large areas and earth dams. It also represents this method as a cost-reducing method without losing
accuracy.