TY - JOUR T1 - ADANA İLİ KARAİSALI İLÇESİ SEYHAN HAVZASI’NDA TAŞKIN ÖTELENMESİ YÖNTEMLERİNİN KARŞILAŞTIRILMASI VE ANALİZİ TT - COMPARISON OF FLOOD ROUTING METHODS IN SEYHAN BASIN OF KARAISALI DISTRICT OF ADANA PROVINCE AND ANALYSIS AU - Sarıgöl, Metin AU - Yüksek, Ömer PY - 2019 DA - December JF - Bartın University International Journal of Natural and Applied Sciences JO - JONAS PB - Bartın Üniversitesi WT - DergiPark SN - 2667-5048 SP - 129 EP - 137 VL - 2 IS - 2 LA - tr AB - Bu çalışmada, Adana İli Seyhan Havzası’nda meydanagelen taşkına ait saatlik debi verileri kullanılarak taşkın ötelenme çalışmasıyapılmıştır. Akarsu üzerindeki E18A025 nolu Akım Gözlem İstasyonu'nda (AGİ) vebu AGİ'nun 5,044 km mansabında yer alan D18A054 nolu AGİ'nda gözlenen birersaat aralıklı hidrograf verileri kullanılmıştır. İstasyonlarda ölçülen değerlerile hidrolik ve hidrolojik modellerin sonuçları karşılaştırılmıştır. Çalışmadahidrolojik modellerden Muskingum ve SCS; hidrolik modeller olarak da KinematikDalga, Muskingum-Cunge ve Dinamik yöntemleri uygulanmıştır. Ölçülen vemodellerden hesaplanan değerler arasındaki Hataların Ortalama Karekökü (HOK),Ortalama Mutlak Hata (OMH) ve Belirlilik Katsayısı (R2) değerlerihesaplanmış ve yöntemlerin performansları irdelenerek hangi yöntemin daha iyisonuç verdiği değerlendirilmiştir.Çalışma sonunda, Muskingum Yönteminin en iyi tahmini verdiği, Muskingum-Cunge, SCSve Kinematik Yöntemlerinin tahminlerinin de kabul edilebilecek düzeyde olduğu,Dinamik Yöntemin ise oldukça hatalı tahminler verdiği belirlenmiştir. KW - Taşkın Ötelemesi KW - Hidrolik Yöntemler KW - Hidrolojik Yöntemler N2 - Flood routing isthe calculation of the change of current (flow, velocity, etc.) values of theflood wave at any point along a reservoir or channel over time. In terms offlood control, flood offset calculations have many benefits. The most prominentof these is that when the flood sizes of the river are known, the floodhydrographs in a section down the kilometers of this section can be predictedfor hours. In this way, the time required to save lives and property and tominimize flood damages is reduced and consequently flood damages are reduced.In this study,flood routing study was performed by using hourly flow data of flood occurredin in Seyhan Basin of Adana Province. One-hour intermittent hydrograph datawere used at the E18A025 StreamObservation Station (SOS) on the river and at the D18A054 SOS at 5,044 kmdownstream. While the modelswere installed, excel program was used in all and calculations and graphicswere created in excel program. Measured values were compared with hydrologicaland hydraulic models. The slope of the stations and the distance between thetwo stations used in the flood routing methods were utilized from the DSI'sonline web page. The measured values ​​of these stations and the results ofhydrological and hydraulic models were compared. During this study, Muskingumand SCS as hydrological models and Kinematic Wave, Muskingum-Cunge and Dynamicmethods as hydraulicmodels have been applied. While performing this comparison,the values ​​of Mean Absolute Error (MAE), Root Mean Square Error (RMSE) andDetermination Coefficient (R2) values ​​were calculated and theperformance of the methods were evaluated to determine which method yields thebest results. Since the MAE andRMSE error values of Muskingum Method are small and R2 value islarge, it is seen that this method is the best method in the investigatedbasin. Since the error values of Muskingum-Cunge, SCS and Kinematic Methods areacceptable and the coefficients of determination are quite high, it can be saidthat these methods also give good results. 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