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Structural Analysis and Safety Assessment of a Historic Hydraulic Structure in Egypt

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Cities' Identity Through Architecture and Arts

Abstract

Egypt has a large irrigation network with a huge number of hydraulic structures that were constructed in the nineteenth and twentieth centuries and have an important economical and heritage value. Many of these hydraulic structures suffer from increasing traffic loads, adverse environmental conditions, and lack of maintenance leading to material deterioration and structural damage. Concerns regarding the safety and serviceability of these important structures necessitated structural assessment activities currently going on within a national project for safeguarding the old irrigation structures. This paper presents the condition assessment and structural analysis of a typical example of old hydraulic structures in Egypt. Al-Shaala head regulator is an 80-year-old masonry head regulator located on Al-Bohia Canal in the Nile Delta. Its current condition is studied including site investigation, identification of the building materials, determination of the actual deteriorated material properties, and estimation of the current loading conditions. A numerical study is performed to evaluate the structural behavior in order to assess its structural efficiency and safety margin and decide if strengthening is required. Numerical modeling using finite elements and nonlinear structural analysis is performed using commercial program under the applied and the worse expected loading cases. The obtained results regarding stresses, deformations, and cracking within the structure indicate overall stability and safety of the structure in its current condition. High stresses were shown to occur at certain locations in the wing walls.

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References

  • Abu-Zeid, M.A. (1993). Egypt’s water resources management and policies. In M. A. Faris & M.H. Khan (Eds.), Sustainable Agriculture in Egypt (pp.71–79).

    Google Scholar 

  • Abu-Zeid, M. A., & Rady, M. A. (1991). Comprehensive Water Resource Management Policy Workshop. Washington DC, USA: World Bank, Egypt’s Water Resources Management and Policy.

    Google Scholar 

  • ACI 214.4R-2010. (2010). Guide for obtaining cores and interpreting compressive strength results, ACI Committee 214. Farmington Hills, MI, USA: American Concrete Institute.

    Google Scholar 

  • ANSYS®. (2018). ANSYS v.19: Nonlinear Analysis Computer Program, Release 19.0. Canonsburg, PA, USA: Theory Reference Manual, ANSYS Inc.

    Google Scholar 

  • Ashour, M. A., El Attar, S. T., Rafaat, Y. M., & Mohamed, M. N. (2009). Water resources management in Egypt. Journal of Engineering Sciences, Assiut University, 37(2), 269–279.

    Google Scholar 

  • Bretas, E. M., Lemos, J. V., & Lourenço, P. B. (2014). A DEM based tool for the safety analysis of masonry gravity dams. Engineering Structures, 59(2), 248–260.

    Google Scholar 

  • Citto, C., & Woodham, D. (2014). Evaluation and rating of masonry arch bridges. Structures Congress ASCE, 528–539.

    Google Scholar 

  • ECP 201–2012. (2012). Code of practice for loads on buildings and structures. Cairo, Egypt: Housing and Building Research Center, Ministry of Housing and Urban Communities.

    Google Scholar 

  • ECP 204–2005. (2005). Code of practice for design and construction of masonry structures. Cairo, Egypt: Housing and Building Research Center, Ministry of Housing and Urban Communities.

    Google Scholar 

  • El-Assuiti, I. (2003). State of Egypt’s Water. Third World Convention for Water Management, Mexico: Research Report.

    Google Scholar 

  • Elwan, R. M. (2019). Structural assessment and strengthening of irrigation atructures (p. 2019). M.Sc: Thesis, Egypt: Faculty of Engineering at Shoubra, Benha University.

    Google Scholar 

  • Fanning, P. J., & Boothby, T. E. (2001). Three-dimensional modeling and full-scale testing of stone arch bridges. Computers and Structures, 79, 2645–2662.

    Google Scholar 

  • Gibbons, N., Fanning, P. J. (2010). Ten stone masonry arch bridges and five different assessment approaches, In Proceedings of 6th International Conference on Arch Bridges, ARCH’10 (pp. 482–489).

    Google Scholar 

  • Kamiński T. (2018) The ultimate limit state vs. limit analysis of masonry arch bridges. In Powers, Frangopol, Al-Mahaidi & Caprani (Eds.), Conference: IABMAS 2018 : Maintenance, safety, risk, management and life-cycle performance of bridges. London, UK: Taylor & Francis Group.

    Google Scholar 

  • Kaushik, H. B., Rai, D. C., & Jain, S. K. (2007). Stress-Strain characteristics of clay brick masonry under uniaxial compression. Journal of Materials in Civil Engineering ASCE, 19(9), 728–739.

    Google Scholar 

  • Lourenço, P. B. (2002). Computations on historic masonry structures. Progress in Structural Engineering and Materials, 4(3), 301–319.

    Google Scholar 

  • Novak, P., Moffat, A. I. B., Nalluri, C., & Narayanan, R. (2007). Hydraulic Structures (4th ed., p. 672). N.Y., USA: Taylor & Francis.

    Google Scholar 

  • Oliveira, D. V., Lemos, C., Lourenço, P. B. (2010). Geometric analysis and load capacity of masonry arch bridges: A case study from Northwest Iberian Peninsula. In Proceedings 6th International Conference on Arch Bridges, ARCH’10 (pp. 391–398).

    Google Scholar 

  • Pulatsu, B., Erdogmus, E., & Lourenco, P. B. (2018). Simulation of masonry arch bridges using 3D discrete element modeling. Structural Analysis of Historical Constructions, 18, 871–882.

    Google Scholar 

  • RGBS: Reservoirs and Grand Barrages Sector. (2014a). Safety and stability analysis and risk assessment report: Al-Shaala Head Regulator. Cairo: Egypt: Ministry of Water Resources and Irrigation (MWRI).

    Google Scholar 

  • RGBS: Reservoirs and Grand Barrages Sector. (2014b). Geotechnical and structural report: Al-Shaala Head Regulator. Cairo: Egypt: Ministry of Water Resources and Irrigation (MWRI).

    Google Scholar 

  • Roca, P., Cervera, M., Gariup, G., & Pelà, L. (2010). Structural analysis of masonry historical constructions—classical and advanced approaches. Archives of Computational Methods in Engineering, 17(3), 299–325.

    Google Scholar 

  • Roca, P., Cervera, M., Pelà, L., Clemente, R., & Chiumenti, M. (2013). Continuum FE models for the analysis of Mallorca Cathedral. Engineering Structures, 46, 653–670.

    Google Scholar 

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Correspondence to Gehan A. Hamdy .

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Hamdy, G.A., El-Salakawy, T.S., El-Mashad, ME., Elwan, R.M. (2021). Structural Analysis and Safety Assessment of a Historic Hydraulic Structure in Egypt. In: Mahgoub, Y., Cavalagli, N., Versaci, A., Bougdah, H., Serra-Permanyer, M. (eds) Cities' Identity Through Architecture and Arts. Advances in Science, Technology & Innovation. Springer, Cham. https://doi.org/10.1007/978-3-030-14869-0_1

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