Dam-break flood waves represent a severe threat to people and properties located in downstream regions. Although dam failure has been among the main subjects investigated in academia, little effort has been made toward investigating wave propagation under the influence of tailwater depth. This work presents three-dimensional (3D) numerical simulations of laboratory experiments of dam-breaks with tailwater performed at the Laboratory of Hydraulics of Iskenderun Technical University, Turkey. The dam-break wave was generated by the instantaneous removal of a sluice gate positioned at the center of a transversal wall forming the reservoir. Specifically, in order to understand the influence of tailwater level on wave propagation, three tests were conducted under the conditions of dry and wet downstream bottom with two different tailwater depths, respectively. The present research analyzes the propagation of the positive and negative wave originated by the dam-break, as well as the wave reflection against the channel’s downstream closed boundary. Digital image processing was used to track water surface patterns, and ultrasonic sensors were positioned at five different locations along the channel in order to obtain water stage hydrographs. Laboratory measurements were compared against the numerical results obtained through FLOW-3D commercial software, solving the 3D Reynolds-Averaged Navier–Stokes (RANS) with the k-ε turbulence model for closure, and Shallow Water Equations (SWEs). The comparison achieved a reasonable agreement with both numerical models, although the RANS showed in general, as expected, a better performance.

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The presence downstream of a dam of either rigid or erodible obstacles may strongly affect the flood wave propagation, and this complex interaction may lead to further dramatic consequences on people and structures. The open-source Lagrangian-based DualSPHysics solver was used to simulate a three-dimensional dam-break in a closed domain including an oriented obstacle that deflects the flow, thus increasing the complexity of fluid dynamics. By comparing numerical results with experimental data, the effectiveness of the model was evaluated and demonstrated with an extensive sensitivity analysis based on several parameters crucial to the smoothed particle hydrodynamics method, such as the resolution, the boundary conditions, and the properties of the interaction weight function. Charts and summary tables highlight the most suitable conditions for simulating such occurrences in the DualSPHysics framework. The presence of the obstacle, being also an opportunity for observation and study of complex fluid dynamics, opens the way to investigate the fluid interaction with solid objects involved in dam-break events and, possibly, to predict their effect with respect to the relative position between them and the flood and other relevant parameters. Finally, the numerical model presents a good overall agreement.

Bir baraj haznesindeki su seviyesinin doğru tahmini, su kaynaklarının yönetimini optimize etmek için önemlidir. Bu çalışmada, Adaptif Sinirsel Bulanık Çıkarım sistemi (ANFIS) ve Destek Vektör Makineleri (DVM) metotları kullanılarak bir baraj haznesindeki su seviyesi değişimi tahmin edilmiştir. Klasik bir yöntem olan Çoklu Lineer Regresyon (ÇLR) yöntemi ile elde edilen sonuçlar ve gerçek gözlem sonuçları ile karşılaştırılmıştır. Bu çalışmada girdi verileri olarak enerji gayesi için su sarfiyatı, günlük toplam su sarfiyatı ve toplam buharlaşma miktarı değişkenleri kullanılarak günlük hazne seviyesi tahmin edilmiştir. Uygulama alanı olarak Türkiye'nin Doğu Anadolu Bölgesinde yer alan Keban Barajı ve haznesi seçilmiştir. Sonuçlar değerlendirildiğinde, tüm model sonuçlarının baraj hazne seviye tahmininde başarılı olduğu ve birbirine yakın sonuçlar verdiği gözlenmiştir.

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