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Management and Planning Without Overflowing from the Riverbed

Yıl 2025, Cilt: 9 Sayı: 1, 16 - 24, 28.06.2025

Öz

Precautions taken to reduce risks before floods occur play a critical role in minimizing loss of life and property. Throughout history, civilizations have emerged and developed on river banks. In the development of these civilizations, streams have played a role in meeting the needs of drinking and utility water for settlements, irrigation water for agricultural areas, and, in later years, energy and industry. In recent years, floods have begun to occur due to changes in precipitation due to global climate change. The first step in this process is to determine areas at risk of flooding using scientific methods. Preparation of risk maps, limiting construction in these areas, and making appropriate land use plans are basic approaches. For structural design, it is important to estimate the magnitude of floods and the effects and efficiency of these structures on flood waves. For this purpose, cooperation should be established between local governments, central authorities, and relevant institutions, flood early warning systems should be established, and the public should be informed about these systems. In addition, flood-resistant infrastructure projects (such as sewer systems, flood dams, and stream rehabilitation) should be planned and implemented in advance. The society should be prepared for floods through education and awareness activities, and organizational preparation should be increased through pre-disaster drills. This study focuses on the definition of flood, types of floods, classification of floods, flood diversion, and flood protection principles, and aims to create public awareness.

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Destekleyen Kurum

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Teşekkür

Emeği geçenlere teşekkür ederiz

Kaynakça

  • [1] Kerim, A., & Süme, V. (2019). Floods and flood protection structures. Turkish Journal of Hydraulics, 3(1), 1–13.
  • [2] Yüksek, Ö., Babacan, H. T., & Yüksek, O. (2022). Causes, damages, and flood management practices in the Eastern Black Sea Basin. Turkish Journal of Hydraulics, 6(2), 36–46.
  • [3] Yerdelen, C., Engin, U., & Eriş, E. (2023). Flood risk analysis with prevention scenarios for Zeytinli Stream. Turkish Journal of Hydraulics, 7(2), 22–29.
  • [4] Daneshfaraz, R., Zirei, B., Ebadzadeh, P., Abbaszadeh, H., & Mosavi, B. (2024). Experimental investigation of the effect of a contracted section at the downstream of a rectangular channel on energy dissipation. Turkish Journal of Hydraulics, 8(1), 1–6.
  • [5] Babacan, H. T. (2022). Development of a flow prediction model for Aksu Stream using machine learning. Turkish Journal of Hydraulics, 6(1), 1–11.
  • [6] Akman, M. U. (2021). Evaluation of flood protection and control structures. Turkish Journal of Hydraulics, 5(1), 25–31.
  • [7] Ateş, H., & Yıldız, O. (2023). Experimental and numerical investigation of hydraulic jump under gate. Turkish Journal of Hydraulics, 7(2), 1–14.
  • [8] Alashan, S. (2023). Pressure intensity coefficient. Turkish Journal of Hydraulics, 7(2), 15–21.
  • [9] Üçüncü, O. (2022). Urban Hydrology: Urban Drainage Conditions According to Turkish Rainwater Collection and Disposal Regulation. Turkish Journal of Hydraulics, 6(2), 1–13.
  • [10] Börü, S., & Toprak, Z. F. (2022). Comparison of Environmental Impact Assessment Processes for Hydropower Plants. Turkish Journal of Hydraulics, 5(2), 42–50.
  • [11] Daneshfaraz, R., Abbaszadeh, H., & Aminvash, E. (2022). Theoretical and Numerical Analysis of the Applicability of Elliptical Cross-Sections on Energy Dissipation of Hydraulic Jump. Turkish Journal of Hydraulics, 6(2), 22–35.
  • [12] Mutluay. E., (2019), Yüksek Lisans Tezi, Sel Risk Yönetimi Kavramının Değişen Çerçevesi ve Mekansal Planlama ile İlişkisinin İncelenmesi: Edirne Örneği, İTÜ. FBE, İstanbul.
  • [13] .88785 A Model Proposal for the Flood Risk Analysis of the Architectural Heritage: Edirne Bayezid II Complex Flood Risk Analysis
  • [14] Erdoğan, B.G., Gül Ünal, Z., (2021), (A Model Proposal for the Flood Risk Analysis of the Architectural Heritage: Edirne Bayezid II Complex Flood Risk Analysis),Mimari Mirasın Sel Riski Analizi İçin Bir Model Önerisi: Edirne II. Bayezid Külliyesi Sel Riski Analizi, MEGARON 2021;16(3):367-384, DOI: 10.14744/MEGARON.2021.88785
  • [15] Oyanık M. & Cengiz E. (2020). (Disaster Consciousness and Belief in Fate: Gümüşhane Example), Afet bilinci ve kader ilişkisi: Gümüşhane örneği, The Journal of International Scientific Researches, 5(AI), 87-101.
  • [16] Bahadır, H., Reyhan Uçku, R., (2018), (Disasters in the Republic of Turkey According to the International Disaster Database), Uluslararası Acil Durum Veri Tabanına Göre Türkiye Cumhuriyeti Tarihindeki Afetler, Artvin Çoruh University Natural Hazards Application and Research Center, Journal of Natural Hazards and Environment
  • [17] Buharkent Belediyesi, Dere Islah Projesi, Aydın https://www.google.com/search?q=buharkent+belediyesi&oq=buharkent+belediyes&gs_lcrp=EgZjaHJvbWUqCggAEAAY4wIYgAQyCggAEAAY4wIYgAQyDQgBEC4YrwEYxwEYgAQyBggCEEUYOTIHCAMQABiABDIHCAQQABiABDIHCAUQABiABDIICAYQABgWGB4yCAgHEAAYFhgeMggICBAAGBYYHjIICAkQABgWGB6oAgCwAgA&sourceid=chrome&ie=UTF-8

Management and Planning Without Overflowing from the Riverbed

Yıl 2025, Cilt: 9 Sayı: 1, 16 - 24, 28.06.2025

Öz

Precautions taken to reduce risks before floods occur play a critical role in minimizing loss of life and property. Throughout history, civilizations have emerged and developed on river banks. In the development of these civilizations, streams have played a role in meeting the needs of drinking and utility water for settlements, irrigation water for agricultural areas, and, in later years, energy and industry. In recent years, floods have begun to occur due to changes in precipitation due to global climate change. The first step in this process is to determine areas at risk of flooding using scientific methods. Preparation of risk maps, limiting construction in these areas, and making appropriate land use plans are basic approaches. For structural design, it is important to estimate the magnitude of floods and the effects and efficiency of these structures on flood waves. For this purpose, cooperation should be established between local governments, central authorities, and relevant institutions, flood early warning systems should be established, and the public should be informed about these systems. In addition, flood-resistant infrastructure projects (such as sewer systems, flood dams, and stream rehabilitation) should be planned and implemented in advance. The society should be prepared for floods through education and awareness activities, and organizational preparation should be increased through pre-disaster drills. This study focuses on the definition of flood, types of floods, classification of floods, flood diversion, and flood protection principles, and aims to create public awareness.

Kaynakça

  • [1] Kerim, A., & Süme, V. (2019). Floods and flood protection structures. Turkish Journal of Hydraulics, 3(1), 1–13.
  • [2] Yüksek, Ö., Babacan, H. T., & Yüksek, O. (2022). Causes, damages, and flood management practices in the Eastern Black Sea Basin. Turkish Journal of Hydraulics, 6(2), 36–46.
  • [3] Yerdelen, C., Engin, U., & Eriş, E. (2023). Flood risk analysis with prevention scenarios for Zeytinli Stream. Turkish Journal of Hydraulics, 7(2), 22–29.
  • [4] Daneshfaraz, R., Zirei, B., Ebadzadeh, P., Abbaszadeh, H., & Mosavi, B. (2024). Experimental investigation of the effect of a contracted section at the downstream of a rectangular channel on energy dissipation. Turkish Journal of Hydraulics, 8(1), 1–6.
  • [5] Babacan, H. T. (2022). Development of a flow prediction model for Aksu Stream using machine learning. Turkish Journal of Hydraulics, 6(1), 1–11.
  • [6] Akman, M. U. (2021). Evaluation of flood protection and control structures. Turkish Journal of Hydraulics, 5(1), 25–31.
  • [7] Ateş, H., & Yıldız, O. (2023). Experimental and numerical investigation of hydraulic jump under gate. Turkish Journal of Hydraulics, 7(2), 1–14.
  • [8] Alashan, S. (2023). Pressure intensity coefficient. Turkish Journal of Hydraulics, 7(2), 15–21.
  • [9] Üçüncü, O. (2022). Urban Hydrology: Urban Drainage Conditions According to Turkish Rainwater Collection and Disposal Regulation. Turkish Journal of Hydraulics, 6(2), 1–13.
  • [10] Börü, S., & Toprak, Z. F. (2022). Comparison of Environmental Impact Assessment Processes for Hydropower Plants. Turkish Journal of Hydraulics, 5(2), 42–50.
  • [11] Daneshfaraz, R., Abbaszadeh, H., & Aminvash, E. (2022). Theoretical and Numerical Analysis of the Applicability of Elliptical Cross-Sections on Energy Dissipation of Hydraulic Jump. Turkish Journal of Hydraulics, 6(2), 22–35.
  • [12] Mutluay. E., (2019), Yüksek Lisans Tezi, Sel Risk Yönetimi Kavramının Değişen Çerçevesi ve Mekansal Planlama ile İlişkisinin İncelenmesi: Edirne Örneği, İTÜ. FBE, İstanbul.
  • [13] .88785 A Model Proposal for the Flood Risk Analysis of the Architectural Heritage: Edirne Bayezid II Complex Flood Risk Analysis
  • [14] Erdoğan, B.G., Gül Ünal, Z., (2021), (A Model Proposal for the Flood Risk Analysis of the Architectural Heritage: Edirne Bayezid II Complex Flood Risk Analysis),Mimari Mirasın Sel Riski Analizi İçin Bir Model Önerisi: Edirne II. Bayezid Külliyesi Sel Riski Analizi, MEGARON 2021;16(3):367-384, DOI: 10.14744/MEGARON.2021.88785
  • [15] Oyanık M. & Cengiz E. (2020). (Disaster Consciousness and Belief in Fate: Gümüşhane Example), Afet bilinci ve kader ilişkisi: Gümüşhane örneği, The Journal of International Scientific Researches, 5(AI), 87-101.
  • [16] Bahadır, H., Reyhan Uçku, R., (2018), (Disasters in the Republic of Turkey According to the International Disaster Database), Uluslararası Acil Durum Veri Tabanına Göre Türkiye Cumhuriyeti Tarihindeki Afetler, Artvin Çoruh University Natural Hazards Application and Research Center, Journal of Natural Hazards and Environment
  • [17] Buharkent Belediyesi, Dere Islah Projesi, Aydın https://www.google.com/search?q=buharkent+belediyesi&oq=buharkent+belediyes&gs_lcrp=EgZjaHJvbWUqCggAEAAY4wIYgAQyCggAEAAY4wIYgAQyDQgBEC4YrwEYxwEYgAQyBggCEEUYOTIHCAMQABiABDIHCAQQABiABDIHCAUQABiABDIICAYQABgWGB4yCAgHEAAYFhgeMggICBAAGBYYHjIICAkQABgWGB6oAgCwAgA&sourceid=chrome&ie=UTF-8
Toplam 17 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Konular Su Kaynakları ve Su Yapıları
Bölüm Su kaynakları
Yazarlar

Hüseyin Emre Süme 0000-0003-0609-5728

Gülay Boz 0000-0001-6461-7884

Erken Görünüm Tarihi 20 Haziran 2025
Yayımlanma Tarihi 28 Haziran 2025
Gönderilme Tarihi 29 Mayıs 2025
Kabul Tarihi 16 Haziran 2025
Yayımlandığı Sayı Yıl 2025 Cilt: 9 Sayı: 1

Kaynak Göster

APA Süme, H. E., & Boz, G. (2025). Management and Planning Without Overflowing from the Riverbed. Türk Hidrolik Dergisi, 9(1), 16-24.
  • "Türk Hidrolik Dergisi"nin Tarandığı INDEX'ler 
  • (Indexes : Turkish Journal of Hydraulic)

  •   
          18820       18821       18985              18822      

DRJI Indexed Journal            18823                18824