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Hydraulic Analysis of the Bridge in the Highway Flood Area: Alandeğirmeni Bridge Road Route

Yıl 2025, Cilt: 1 Sayı: 2, 178 - 194, 31.07.2025

Öz

Abstract: Floods affect the road route where the Alandeğirmeni bridge is located, causing traffic stoppage, traffic accidents, loss of life and property. Using hydraulic software related to flooding, we investigate this issue and show how to reduce the recurrence of floods. Using 100 and 500 year annual recurrent flood data, the existing bridge was analyzed and found to be inadequate. With the new modeling to be revised, flood risk is prevented. According to the findings of our study, the bridge was sized in such a way that approximately 1.5 meters of headroom is left when the 100-year flow passes and at least 1 meter of headroom is left when the 500-year flow passes. As a result of the analyzes and corrections, the safety of the bridges is ensured and hydraulic problems such as heave etc. that may arise from the bridges are prevented.

Kaynakça

  • Singh, S. K., Kanga, S., Đurin, B., Kranjčić, N., Chaurasia, R., Markovinović, D. 2021. Flood Risk Modeling Using HEC-RAS and Geospatial Techniques. E-ZBORNIK Electronic Collection of Papers of the Faculty of Civil Engineering, 11, 20–36.
  • Hamed, Y., Hadji, R., Redhaounia, B., Zighmi, K., Bâali, F., El Gayar, A. 2018. Climate Impact on Surface and Groundwater in North Africa: A Global Synthesis of Findings and Recommendations. Euro-Mediterranean Journal for Environmental Integration, 3, 1–15.
  • Hamed, Y., Hadji, R., Ncibi, K., Hamad, A., Ben Saad, A., Melki, A., Khelifi, F. 2022. Modelling of Potential Groundwater Artificial Recharge in the Transboundary Algero-Tunisian Basin (Tebessa-Gafsa): The Application of Stable Isotopes and Hydroinformatics Tools. Irrigation and Drainage, 71, 137–156.
  • Ashley, S. T., Ashley, W. S. 2008. Flood Fatalities in the United States. Journal of Applied Meteorology and Climatology, 47, 805–818.
  • Seyedeh, S., Thamer, A., Mahmud, A., Majid, K., Amir, S. 2008. Integrated Modelling for Flood Hazard Mapping Using Watershed Modelling System. American Journal of Engineering and Applied Sciences, 1, 149–156.
  • Stefanidis, S., Stathis, D. 2013. Assessment of Flood Hazard Based on Natural and Anthropogenic Factors Using Analytic Hierarchy Process (AHP). Natural Hazards, 68, 569–585.
  • IRFC. 2023. World Disasters Report. International Federation of Red Cross and Red Crescent Societies, Paris, France; Imprimerie Chirat, Lyon, France.
  • ARDC. 2009. Natural Disaster Data Book (An Analytical Review). Asia Disaster Reduction Center, Kobe, Japan, 23s.
  • Onus, G. 2025. Floodplain Management Based on HEC-RAS Modelling System. Doktora Tezi, Dokuz Eylül Üniversitesi, Fen Bilimleri Enstitüsü, İzmir, Turkey.
  • Hamdan, A. N. A., Almuktar, S., Scholz, M. 2021. Rainfall-Runoff Modeling Using the HEC-HMS Model for the Al-Adhaim River Catchment, Northern Iraq. Hydrology, 8, 58.
  • Zin, W. W., Kawasaki, A., Takeuchi, W., San, Z. M. L. T., Htun, K. Z., Aye, T. H., Win, S. 2018. Flood Hazard Assessment of Bago River Basin, Myanmar. Journal of Disaster Research, 13, 14–21.
  • Feng, B., Zhang, Y., Bourke, R. 2021. Urbanization Impacts on Flood Risks Based on Urban Growth Data and Coupled Flood Models. Natural Hazards, 106, 613–627.
  • Mariano, C., Marino, M. 2022. Urban planning for climate change: A toolkit of actions for an integrated strategy of adaptation to heavy rains, river floods, and sea level rise. Urban Science, 6(3), 63.
  • Alshaikh, R. Z., Adnan, S., Amer, A., Alkinani, S. 2023. A review on urban planning and its role in managing flood risks. Urban Planning and Construction, 1(1). Erişim adresi: https://orcid.org/0000-0002-4916-1521
  • Brunner, G. W. 2010. HEC-RAS River Analysis System Hydraulic Reference Manual, Version 4.1. U.S. Army Corps of Engineers, Washington, DC, USA.
  • Ameera, M. A. 2016. Hydraulic model development using HEC-RAS and determination of Manning roughness value for Shatt Al-Rumaith. Muthanna Journal of Engineering and Technology, 4, 9–13.
  • Stefanovic, D. L., Grindeland, T. R., Jenkins, C. 2005. Hydraulic Modeling Beyond HEC-RAS. EWRI Conference, ASCE, 1–9.
  • Keke, H., Jian, H., Huang, T., Xiangwei, Y., Shu, J. 2023. Hydrodynamic characteristics of strong, unsteady open-channel flow. Sustainability, 15(17), 12821. https://doi.org/10.3390/su151712821
  • Yılmaz, N., Bozkurt H., Bayazıt Y. 2020. BSEU Journal of Science Akarsu Köprülerinin HEC-RAS Programı ile Hidrolik Analizi: Fidanlık Köprüsü Örneği, DOI: 10.35193/bseufbd.715657
  • Oğraş S. , Önen F. 2019.DÜMF Mühendislik Dergisi 10,3,1087-1098, Nehri’nin taşkın analizinin HEC-RAS programı ile yapılması.

Hydraulic Analysis of the Bridge in the Highway Flood Area: Alandeğirmeni Bridge Road Route

Yıl 2025, Cilt: 1 Sayı: 2, 178 - 194, 31.07.2025

Öz

Abstract: Floods affect the road route where the Alandeğirmeni bridge is located, causing traffic stoppage, traffic accidents, loss of life and property. Using hydraulic software related to flooding, we investigate this issue and show how to reduce the recurrence of floods. Using 100 and 500 year annual recurrent flood data, the existing bridge was analyzed and found to be inadequate. With the new modeling to be revised, flood risk is prevented. According to the findings of our study, the bridge was sized in such a way that approximately 1.5 meters of headroom is left when the 100-year flow passes and at least 1 meter of headroom is left when the 500-year flow passes. As a result of the analyzes and corrections, the safety of the bridges is ensured and hydraulic problems such as heave etc. that may arise from the bridges are prevented.

Kaynakça

  • Singh, S. K., Kanga, S., Đurin, B., Kranjčić, N., Chaurasia, R., Markovinović, D. 2021. Flood Risk Modeling Using HEC-RAS and Geospatial Techniques. E-ZBORNIK Electronic Collection of Papers of the Faculty of Civil Engineering, 11, 20–36.
  • Hamed, Y., Hadji, R., Redhaounia, B., Zighmi, K., Bâali, F., El Gayar, A. 2018. Climate Impact on Surface and Groundwater in North Africa: A Global Synthesis of Findings and Recommendations. Euro-Mediterranean Journal for Environmental Integration, 3, 1–15.
  • Hamed, Y., Hadji, R., Ncibi, K., Hamad, A., Ben Saad, A., Melki, A., Khelifi, F. 2022. Modelling of Potential Groundwater Artificial Recharge in the Transboundary Algero-Tunisian Basin (Tebessa-Gafsa): The Application of Stable Isotopes and Hydroinformatics Tools. Irrigation and Drainage, 71, 137–156.
  • Ashley, S. T., Ashley, W. S. 2008. Flood Fatalities in the United States. Journal of Applied Meteorology and Climatology, 47, 805–818.
  • Seyedeh, S., Thamer, A., Mahmud, A., Majid, K., Amir, S. 2008. Integrated Modelling for Flood Hazard Mapping Using Watershed Modelling System. American Journal of Engineering and Applied Sciences, 1, 149–156.
  • Stefanidis, S., Stathis, D. 2013. Assessment of Flood Hazard Based on Natural and Anthropogenic Factors Using Analytic Hierarchy Process (AHP). Natural Hazards, 68, 569–585.
  • IRFC. 2023. World Disasters Report. International Federation of Red Cross and Red Crescent Societies, Paris, France; Imprimerie Chirat, Lyon, France.
  • ARDC. 2009. Natural Disaster Data Book (An Analytical Review). Asia Disaster Reduction Center, Kobe, Japan, 23s.
  • Onus, G. 2025. Floodplain Management Based on HEC-RAS Modelling System. Doktora Tezi, Dokuz Eylül Üniversitesi, Fen Bilimleri Enstitüsü, İzmir, Turkey.
  • Hamdan, A. N. A., Almuktar, S., Scholz, M. 2021. Rainfall-Runoff Modeling Using the HEC-HMS Model for the Al-Adhaim River Catchment, Northern Iraq. Hydrology, 8, 58.
  • Zin, W. W., Kawasaki, A., Takeuchi, W., San, Z. M. L. T., Htun, K. Z., Aye, T. H., Win, S. 2018. Flood Hazard Assessment of Bago River Basin, Myanmar. Journal of Disaster Research, 13, 14–21.
  • Feng, B., Zhang, Y., Bourke, R. 2021. Urbanization Impacts on Flood Risks Based on Urban Growth Data and Coupled Flood Models. Natural Hazards, 106, 613–627.
  • Mariano, C., Marino, M. 2022. Urban planning for climate change: A toolkit of actions for an integrated strategy of adaptation to heavy rains, river floods, and sea level rise. Urban Science, 6(3), 63.
  • Alshaikh, R. Z., Adnan, S., Amer, A., Alkinani, S. 2023. A review on urban planning and its role in managing flood risks. Urban Planning and Construction, 1(1). Erişim adresi: https://orcid.org/0000-0002-4916-1521
  • Brunner, G. W. 2010. HEC-RAS River Analysis System Hydraulic Reference Manual, Version 4.1. U.S. Army Corps of Engineers, Washington, DC, USA.
  • Ameera, M. A. 2016. Hydraulic model development using HEC-RAS and determination of Manning roughness value for Shatt Al-Rumaith. Muthanna Journal of Engineering and Technology, 4, 9–13.
  • Stefanovic, D. L., Grindeland, T. R., Jenkins, C. 2005. Hydraulic Modeling Beyond HEC-RAS. EWRI Conference, ASCE, 1–9.
  • Keke, H., Jian, H., Huang, T., Xiangwei, Y., Shu, J. 2023. Hydrodynamic characteristics of strong, unsteady open-channel flow. Sustainability, 15(17), 12821. https://doi.org/10.3390/su151712821
  • Yılmaz, N., Bozkurt H., Bayazıt Y. 2020. BSEU Journal of Science Akarsu Köprülerinin HEC-RAS Programı ile Hidrolik Analizi: Fidanlık Köprüsü Örneği, DOI: 10.35193/bseufbd.715657
  • Oğraş S. , Önen F. 2019.DÜMF Mühendislik Dergisi 10,3,1087-1098, Nehri’nin taşkın analizinin HEC-RAS programı ile yapılması.
Toplam 20 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Konular Su Kaynakları ve Su Yapıları
Bölüm İnşaat Mühendisliği
Yazarlar

Pınar Çavdar 0000-0002-1989-4759

Yayımlanma Tarihi 31 Temmuz 2025
Gönderilme Tarihi 5 Temmuz 2025
Kabul Tarihi 25 Temmuz 2025
Yayımlandığı Sayı Yıl 2025 Cilt: 1 Sayı: 2

Kaynak Göster

APA Çavdar, P. (2025). Hydraulic Analysis of the Bridge in the Highway Flood Area: Alandeğirmeni Bridge Road Route. Enginoscope, 1(2), 178-194.