Flood analysis using the HEC-RAS software for Antakya Altınçay Creek

Abstract

Flood is one of the most important disasters in the world. Floods, common in our country, are the second disaster after the earthquake in terms of loss of life and property caused by natural disasters and the first among climatic disasters. The district of Antakya is located where streamflow has a high flow coefficient. Because of flooding in Altınçay Creek which flows through the center of Antakya into the Orontes River, flood studies need to be carried out and the necessary precautions taken to prevent flooding. In this study, peak discharges for 2, 5, 10, 25, 50, and 100-year return periods of Altınçay Creek passing through residential areas in Antakya were determined by SCS and DSI synthetic methods. Using these estimated peak discharges the water profile along the Altınçay Creek route has been simulated using HEC-RAS software, and the flood risk areas were determined on cross-sections basis. As a result, flood risk was not observed in peak discharge for return periods of 2, 5 and 10 years. However, flood events were observed at 16, 51, and 73 different cross sections in peak discharges for return periods of 25, 50, and 100 years respectively. To reduce flood damage, it was suggested that the cross-sectional areas having flood risk must be increased.

Keywords

• SCS method
• DSI method
• HEC-RAS model
• Flood analysis
• Altincay Creek

Antakya Altınçay Deresinin HEC-RAS yazılımı ile taşkın analizi

Öz

Taşkın, dünyanın en önemli afetlerinden biridir. Ülkemizde yaygın olarak görülen taşkınlar, doğal afetlerin neden olduğu can ve mal kaybı açısından depremden sonra ikinci, iklimsel afetler arasında ise birinci sırada yer almaktadır. Antakya ilçesi, eğimi ve akış katsayısı yüksek akarsuların olduğu bir konumdadır. Antakya şehir merkezinden geçerek Asi Nehri’ne dökülen Altınçay Deresi bu akarsulardan biridir ve meydana gelen taşkınlar nedeniyle taşkın etütlerinin yapılması ve taşkından korunmak için gerekli önlemlerin alınması gerekmektedir. Bu çalışmada, Antakya'daki yerleşim alanlarından geçen Altınçay Deresi'nin 2, 5, 10, 25, 50 ve 100 yıllık dönüş periyotlarına ait pik debileri SCS ve DSİ sentetik yöntemleri ile belirlenmiştir. Bu tahmini pik taşkın debileri HEC-RAS yazılımında kullanılarak benzetimi yapılmış ve Altınçay Deresi güzergahı boyunca seçilen akarsu kesitlerinden su profili derinliği ve taşkın risk alanları kesit konumlarına göre belirlenmiştir. Sonuç olarak, 2, 5 ve 10 yıllık dönüş periyotlarına sahip pik debilerde taşkın riski gözlenmemiş, ancak 25, 50 ve 100 yıllık dönüş periyotlarına sahip pik debilerde sırasıyla 16, 51 ve 73 farklı istasyonda taşkın olayları gözlenmiştir. Taşkın zararını azaltmak için taşkın riski taşıyan kesit alanlarının artırılması önerilmiştir.

Anahtar Kelimeler

• SCS yöntemi
• DSİ yöntemi
• HEC-RAS modeli
• Taşkın analizi
• Altınçay Deresi

Kaynakça

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