Year 2025,
Volume: 7 Issue: 1, 16 - 23, 30.06.2025
Vahdettin Demir
,
Nazire Göksu Soydan Oksal
,
Neslihan Beden
Thanks
Yazarlar veri temini konusunda desteklerinden dolayı Samsun DSİ 7. Bölge Müdürlüğüne ve çalışanlarına teşekkür etmektedir. Ayrıca yazarlar fon desteği için Smart Control of the Climate Resilience in European Coastal Cities) SCORE projesine (Proje no: 101003534) teşekkürlerini sunarlar.
References
-
Bozdoğan, M., & Canpolat, E. (2024). Calculation of flood recurrence and modeling with HEC-RAS in Delibekirli Basin (Kırıkhan/Hatay). Journal of Natural Disasters and Environment, 10, 478–503. https://doi.org/10.21324/dacd.1387971
-
Çitgez, T. (2011). A research on the prevention of torrent and flood damages: A case study on Düzce-Kaynaşlı (Publication No. 565007) [Master’s Thesis, Düzce University], YÖK National Thesis Center.
-
Demir, V. (2020). Determination of flood areas using one- and two-dimensional models in the Samsun Mert Basin (Publication No: 654578) [Doctoral Thesis, Ondokuz Mayıs University]. YÖK National Thesis Center.
-
Demir, V., & Keskin, A. Ü. (2019). Determination of roughness coefficient using Cowan’s method and remote sensing. Gazi Journal of Engineering Sciences, 5, 167–177. https://doi.org/10.30855/gmbd.2019.02.06
-
Demir, V., & Keskin, A. Ü. (2021). Hydraulic model calibration in flood modeling (Samsun, Mert River example). Proceedings Book of 5th International 19 May Innovative Scientific Approaches Congress, Samsun, Türkiye, 428–433.
-
Demir, V., & Kisi, O. (2016). Flood hazard mapping by using geographic information system and hydraulic model: Mert River, Samsun, Turkey. Advances in Meteorology, 2016, 4891015. https://doi.org/10.1155/2016/4891015
-
Demir, V., Beden, N., & Ülke, A. (2021). Review and comparison of flood modeling methods. European Journal of Science and Technology, 2021, 1013–1021. https://doi.org/10.31590/ejosat.1010220
-
Doğu, A. (2016). Calculation of flood discharges and one-dimensional modeling of the Kırıkkale Çoruhözü Stream (Publication No. 457412) [Master’s Thesis, Kırıkkale University]. YÖK National Thesis Center.
-
Doğu, A., & Yıldız, O. (2019). One-dimensional flood flow modeling in the Kırıkkale Çoruhözü Stream. International Journal of Engineering Research and Development, 11, 748–758. https://doi.org/10.29137/umagd.567086
-
Eryürük, K., & Eryürük, Ş. (2024). Assessing trends in monthly precipitation and relative Humidity: An analysis for climate change reference in Konya. Necmettin Erbakan University Journal of Science and Engineering, 6(1), 105-114. https://doi.org/10.47112/neufmbd.2024.35
-
Farooq, M., Shafique, M., & Khattak, M. S. (2018). Flood frequency analysis of river Swat using Log Pearson type 3, Generalized Extreme Value, Normal, and Gumbel Max distribution methods. Arabian Journal of Geosciences, 11, 216. https://doi.org/10.1007/s12517-018-3553-z
-
General Directorate of Mapping. (2024). Digital Surface Model 5m Level-0 (DSM5-L0). Retrieved 20 September, 2024, from https://www.harita.gov.tr/urun/sayisal-yuzey-modeli-5-m-seviye-0-sym5-l0-/1
-
General Directorate of State Hydraulic Works-DSI. (2024). Flow Observation Yearbooks, Activities. Retrieved 20 September, 2024, from https://www.dsi.gov.tr/Sayfa/Detay/744
-
Geyikli, M. S. (2015). Determination of flood risk maps using GIS software (Publication No. 424346) [Master’s Thesis, İnönü University], YÖK National Thesis Center.
-
Ministry of Agriculture and Forestry. (2015). Yeşilırmak Basin Flood Management Plan. Ankara, Türkiye. Retrieved 20 September, 2024, from
https://www.tarimorman.gov.tr/SYGM/Belgeler/Ta%C5%9Fk%C4%B1n%20Y%C3%B6netim%20Planlar%C4%B1/1)%20YESILIRMAK%20HAVZASI%20TA%C5%9EKIN%20Y%C3%96NETIM%20PLANI.pdf%20YESILIRMAK%20HAVZASI%20TA%C5%9EKIN%20Y%C3%96NETIM%20PLANI.pdf
-
Peker, İ. B., Gülbaz, S., Demir, V., Orhan, O., & Beden, N. (2024). Integration of HEC-RAS and HEC-HMS with GIS in flood modeling and flood hazard mapping. Sustainability, 16(3), https://doi.org/10.3390/su16031226
-
Tektaş, Y., & Polat, N. (2021). Flood modeling with HEC-RAS and flood damage analysis from Sentinel-2 remote sensing image: Example of Çakmak Creek (Çınar Region) in Diyarbakır. Turkish Journal of Remote Sensing, 3(1), 28–35. https://doi.org/10.51489/tuzal.924926
-
Uçar, İ. (2010). Flood analysis of Trabzon Değirmendere basin using geographic information systems and a hydraulic model (Publication No. 269719) [Master’s Thesis, Gazi University], YÖK National Thesis Center.
-
USACE. (2023). HEC-RAS River Analysis System Hydraulic Reference Manual Version 5.0. Hydrologic Engineering Center. Retrieved 29 December, 2024, from https://www.hec.usace.army.mil/software/hec-ras/documentation/HEC-RAS%205.0%20Reference%20Manual.pdf
-
USACE. (2024). HEC-RAS, 1D Saint-Venant Equations. USACE Hydrologic Engineering Center. Retrieved 20 June, 2024, from https://www.hec.usace.army.mil/confluence/rasdocs/rasmuddebris/non-newtonian-technical-reference-manual/non-newtonian-flow-equations/1d-saint-venant-equations
-
USGS. (2010). HEC-RAS River Analysis System, User’s Manual, Version 4.1. Retrieved 20 September, 2024, from https://www.hec.usace.army.mil/software/hec-hms/documentation/HEC-HMS_Users_Manual_4.1.pdf
-
Yiğit, A. Y., & Kaya, Y. (2020). Investigation of flood areas by using Sentinel-2A satellite data: A case study of Düzce. Turkish Journal of Remote Sensing, 2(1), 1–9.
Flood modeling in Samsun Engiz Stream: Evaluation of the adequacy of river sections with HEC-RAS
Year 2025,
Volume: 7 Issue: 1, 16 - 23, 30.06.2025
Vahdettin Demir
,
Nazire Göksu Soydan Oksal
,
Neslihan Beden
Abstract
Floods pose a significant threat to communities, particularly in Turkey's Central Black Sea Region, where they cause widespread economic, social, and environmental damage. The Ondokuzmayis district of Samsun has been especially vulnerable to recurrent flooding, emphasizing the need for precise risk assessments and effective flood management strategies. In this study, the flood modelling of Engiz Stream, located in the Ondokuzmayis district of Samsun, was conducted using one-dimensional modeling due to its speed, low computational cost and ease of implementation. Hydraulic modeling was performed in HEC-RAS using flow data from Ballıca Station on Engiz Stream and statistical distributions from the EasyFit software library. In the study, flow rates for 25, 50, 100, and 500-year flood return periods (Q25: 431 m³/s, Q50: 479.87 m³/s, Q100: 531.75 m³/s, Q500: 665.37 m³/s) were calculated, and the flow was modeled using a 5-meter resolution digital surface model. The modeling results indicated that while the cross-sections in urban areas were adequate, the river cross-sections in the agricultural areas where the river flows into the Black Sea were insufficient for the Q25 flow rate and beyond.
Thanks
The authors extend their gratitude to the Samsun State Hydraulic Works (DSİ) 7th Regional Directorate and its employees for their support in data provision. Additionally, the authors express their thanks to the SCORE project (Smart Control of the Climate Resilience in European Coastal Cities) (Project No: 101003534) for funding support.
References
-
Bozdoğan, M., & Canpolat, E. (2024). Calculation of flood recurrence and modeling with HEC-RAS in Delibekirli Basin (Kırıkhan/Hatay). Journal of Natural Disasters and Environment, 10, 478–503. https://doi.org/10.21324/dacd.1387971
-
Çitgez, T. (2011). A research on the prevention of torrent and flood damages: A case study on Düzce-Kaynaşlı (Publication No. 565007) [Master’s Thesis, Düzce University], YÖK National Thesis Center.
-
Demir, V. (2020). Determination of flood areas using one- and two-dimensional models in the Samsun Mert Basin (Publication No: 654578) [Doctoral Thesis, Ondokuz Mayıs University]. YÖK National Thesis Center.
-
Demir, V., & Keskin, A. Ü. (2019). Determination of roughness coefficient using Cowan’s method and remote sensing. Gazi Journal of Engineering Sciences, 5, 167–177. https://doi.org/10.30855/gmbd.2019.02.06
-
Demir, V., & Keskin, A. Ü. (2021). Hydraulic model calibration in flood modeling (Samsun, Mert River example). Proceedings Book of 5th International 19 May Innovative Scientific Approaches Congress, Samsun, Türkiye, 428–433.
-
Demir, V., & Kisi, O. (2016). Flood hazard mapping by using geographic information system and hydraulic model: Mert River, Samsun, Turkey. Advances in Meteorology, 2016, 4891015. https://doi.org/10.1155/2016/4891015
-
Demir, V., Beden, N., & Ülke, A. (2021). Review and comparison of flood modeling methods. European Journal of Science and Technology, 2021, 1013–1021. https://doi.org/10.31590/ejosat.1010220
-
Doğu, A. (2016). Calculation of flood discharges and one-dimensional modeling of the Kırıkkale Çoruhözü Stream (Publication No. 457412) [Master’s Thesis, Kırıkkale University]. YÖK National Thesis Center.
-
Doğu, A., & Yıldız, O. (2019). One-dimensional flood flow modeling in the Kırıkkale Çoruhözü Stream. International Journal of Engineering Research and Development, 11, 748–758. https://doi.org/10.29137/umagd.567086
-
Eryürük, K., & Eryürük, Ş. (2024). Assessing trends in monthly precipitation and relative Humidity: An analysis for climate change reference in Konya. Necmettin Erbakan University Journal of Science and Engineering, 6(1), 105-114. https://doi.org/10.47112/neufmbd.2024.35
-
Farooq, M., Shafique, M., & Khattak, M. S. (2018). Flood frequency analysis of river Swat using Log Pearson type 3, Generalized Extreme Value, Normal, and Gumbel Max distribution methods. Arabian Journal of Geosciences, 11, 216. https://doi.org/10.1007/s12517-018-3553-z
-
General Directorate of Mapping. (2024). Digital Surface Model 5m Level-0 (DSM5-L0). Retrieved 20 September, 2024, from https://www.harita.gov.tr/urun/sayisal-yuzey-modeli-5-m-seviye-0-sym5-l0-/1
-
General Directorate of State Hydraulic Works-DSI. (2024). Flow Observation Yearbooks, Activities. Retrieved 20 September, 2024, from https://www.dsi.gov.tr/Sayfa/Detay/744
-
Geyikli, M. S. (2015). Determination of flood risk maps using GIS software (Publication No. 424346) [Master’s Thesis, İnönü University], YÖK National Thesis Center.
-
Ministry of Agriculture and Forestry. (2015). Yeşilırmak Basin Flood Management Plan. Ankara, Türkiye. Retrieved 20 September, 2024, from
https://www.tarimorman.gov.tr/SYGM/Belgeler/Ta%C5%9Fk%C4%B1n%20Y%C3%B6netim%20Planlar%C4%B1/1)%20YESILIRMAK%20HAVZASI%20TA%C5%9EKIN%20Y%C3%96NETIM%20PLANI.pdf%20YESILIRMAK%20HAVZASI%20TA%C5%9EKIN%20Y%C3%96NETIM%20PLANI.pdf
-
Peker, İ. B., Gülbaz, S., Demir, V., Orhan, O., & Beden, N. (2024). Integration of HEC-RAS and HEC-HMS with GIS in flood modeling and flood hazard mapping. Sustainability, 16(3), https://doi.org/10.3390/su16031226
-
Tektaş, Y., & Polat, N. (2021). Flood modeling with HEC-RAS and flood damage analysis from Sentinel-2 remote sensing image: Example of Çakmak Creek (Çınar Region) in Diyarbakır. Turkish Journal of Remote Sensing, 3(1), 28–35. https://doi.org/10.51489/tuzal.924926
-
Uçar, İ. (2010). Flood analysis of Trabzon Değirmendere basin using geographic information systems and a hydraulic model (Publication No. 269719) [Master’s Thesis, Gazi University], YÖK National Thesis Center.
-
USACE. (2023). HEC-RAS River Analysis System Hydraulic Reference Manual Version 5.0. Hydrologic Engineering Center. Retrieved 29 December, 2024, from https://www.hec.usace.army.mil/software/hec-ras/documentation/HEC-RAS%205.0%20Reference%20Manual.pdf
-
USACE. (2024). HEC-RAS, 1D Saint-Venant Equations. USACE Hydrologic Engineering Center. Retrieved 20 June, 2024, from https://www.hec.usace.army.mil/confluence/rasdocs/rasmuddebris/non-newtonian-technical-reference-manual/non-newtonian-flow-equations/1d-saint-venant-equations
-
USGS. (2010). HEC-RAS River Analysis System, User’s Manual, Version 4.1. Retrieved 20 September, 2024, from https://www.hec.usace.army.mil/software/hec-hms/documentation/HEC-HMS_Users_Manual_4.1.pdf
-
Yiğit, A. Y., & Kaya, Y. (2020). Investigation of flood areas by using Sentinel-2A satellite data: A case study of Düzce. Turkish Journal of Remote Sensing, 2(1), 1–9.