vol24No15

Keywords:  Kut Barrage, horizontal deformation, least square adjustment, analysis result.

References

1.Engineering Manual. Deformation Monitoring and Control Surveying. Department of the US Army, Army  Corps of Engineers, Washington, DC 20314100, EM 1110-2-1004, CECW-EP,1994.

2.Som Z, Setan A, Idris KN. A geodetic deformation survey to monitor the behavior of a concrete slab during its axial compression testing. 1st FIG International Symposium on Engineering Surveys for Construction Works and Structural Engineering Nottingham 2004; Malaysia.
3. Acer MT, Ǒzlϋdemir O, Akyilmaz O, Celik RN, Ayan T. Deformation analysis with total least square. Turkey: Istanbul Technical University; 2006.
4. Pretorius CJ, Schmidt WF, Staden CS, Egger K. The extensive geodetic system used for the monitoring of a 185-meterhigh arch dam. Switzerland: Schneider ingenieur AG, Chur; 2001.
5. Radovanovic RS, Teskey WF. Dynamic monitoring of deforming structures: GPS verses robotic tacheometry systems. The 10th FIG International Symposium on Deformation Measurements 2001; Orange, California, USA.
6. Hill CD, Sippel KD. Modern deformation monitoring: a multi-sensor approach. FIG
XXII International Congress 2002; Washington DC, USA.
7. Engineering Manual. Structural deformation surveying. Department of the US Army, Army Corps of Engineers, Washington, DC, 20314-1000, Manual No. 1110-2-100 CECW-EE, 2002.
8. AL-Kanani YH. Displacement computation of Mosul dam by using free geodetic network adjustment.  M.Sc. thesis. Baghdad, Iraq: University of Baghdad; 2009.
9. Schofield W, Breach M. Engineering surveying”, 6th ed., UK: Elsevier Ltd.; 2007. thesis. Baghdad, Iraq: University of Baghdad; 2009.
9. Schofield W, Breach M. Engineering surveying”, 6th ed., UK: Elsevier Ltd.; 2007.

Tikrit Journal of Engineering Sciences (2017) 24(1) 1- 10

Horizontal Deformation Monitoring of Kut Barrage-Iraq using High Precision GNSS& Total Station 

Reham Riyad Mahmoud Ghadah Hasan Mohammed
MSc Student, Geomatics Engineering, Iraq Technical Institute of Kirkuk, Northern Technical University, Kirkuk, Iraq

DOI: http://dx.doi.org/10.25130/tjes.24.2017.01

Abstract

 The modern evaluation and analysis techniques for the horizontal deformation of concrete structures such as barrages depend on a geodetic network, with control points, required to carry out the adjustment for the networks according to the adjustment techniques “Least Squares method”. The study included measurement of fourteen points in the downstream side, depending on the global satellite navigation system and using the Adjust program to calculate the amount of displacement resulting. A comparison is done between the resulted deformations magnitude for the network points for 2014 epoch with respect to the General Directorate for Survey (GDS) at epoch 2005 the deformation or movement could be verified by applying the statistical techniques to analyze the movement. The analysis shows that the movement displacement systems stable and amount of 3.5cm.

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How to cite

APA: Mahmoud, R., & Mohammed, G. (2017). Horizontal Deformation Monitoring of Kut Barrage-Iraq using High Precision GNSS& Total Station. Tikrit Journal Of Engineering Sciences, 24(1), 50-61. doi:10.25130/tjes.v24i1.696
MLA: Mahmoud, Reham Riyad, & Ghadah Hasan Mohammed. “Horizontal Deformation Monitoring of Kut Barrage-Iraq using High Precision GNSS& Total Station.” Tikrit Journal of Engineering Sciences [Online], 24.1 (2017): 50-61. Web. 26 Jun. 2018
ABNT:  MAHMOUD, R., MOHAMMED, G.. Horizontal Deformation Monitoring of Kut Barrage-Iraq using High Precision GNSS& Total Station. Tikrit Journal of Engineering Sciences, North America, 24, oct. 2017. Available at: <http://tj-es.baghdad-host.com/index.php/tjes/article/view/696>. Date accessed: 26 Jun. 2018.