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Simulation of the depth scouring downstream sluice gate: The validation of newly developed data-intelligent models

Sharafati A. Department of Civil Engineering, Science and Research Branch, Islamic Azad University, Tehran, Iran|
Yaseen Z.M. Sustainable Developments in Civil Engineering Research Group, Faculty of Civil Engineering, Ton Duc Thang University, Ho Chi Minh City, Viet Nam| Shourian M. Faculty of Civil, Water and Environmental Engineering, Technical and Engineering College, Shahid Beheshti University, Tehran, Iran|

Journal of Hydro-Environment Research Số , năm 2020 (Tập 29, trang 20-30)

DOI: 10.1016/j.jher.2019.11.002

Tài liệu thuộc danh mục: ISI, Scopus

English

English

Từ khóa: Ant colony optimization; Biomimetics; Bridge piers; Dams; Fuzzy neural networks; Fuzzy systems; Genetic algorithms; Hydraulic gates; Inference engines; Particle swarm optimization (PSO); Scour; Training aircraft; ACO(ant colony optimization); Adaptive neuro-fuzzy inference system; Geometric standard deviations; Nature inspired algorithms; Non-dimensional parameters; PSO(particle swarm optimization); Scour depth; Sluice gates; Fuzzy inference; channel hydraulics; computer simulation; erosion rate; flow field; fuzzy mathematics; hydraulic structure; numerical model; scour; sediment transport; water depth
Tóm tắt tiếng anh
Sluice gate is a common tool to regulate water conveyance systems like irrigation channels or pipelines. The interaction between the flow and sediment particles downstream of the sluice gate may initiate scouring phenomenon and extend the resulted scour hole beneath the sluice gate foundation. The consequence of this procedure is undermining the whole structure, interrupting the flow passage, and regulation. Thus, the scour process downstream of a sluice gate is a critical point and robust scour depth prediction is still a crucial issue for hydraulic engineers. This paper proposes several novel hybrid adaptive neuro-fuzzy inference system (ANFIS) methods called ANFIS-PSO (particle swarm optimization), ANFIS-ACO (ant colony optimization), ANFIS-DE (differential evolution) and ANFIS-GA (genetic algorithm) as predictive models to estimate scour depth downstream of a sluice gate. To this end, some physical and hydraulic parameters such as d50(median diameter of bed material), b(gate opening), h(tail water depth), l(apron length), U(mean velocity of the jet) and σg(geometric standard deviation of sediment grain size) are considered as predictive variables in form of non-dimensional parameters. To provide a reliable predictive model, three combinations of input variables are prepared by eliminating some predictive variables. To assess adequacy of proposed models, some error indices are employed in both training and testing phases. Results show the optimistic predictive model is ANFIS-PSO (RMSE=0.437 and R2=0.946) when all mentioned non-dimensional parameters are employed except [Formula presented]. Furthermore, the proposed model has the largest accuracy compared to the previously developed AI and empirical models. Ultimately, it can be concluded that the hybrid ANFIS-PSO is a robust approach for scour depth prediction downstream of a sluice gate. © 2019 International Association for Hydro-environment Engineering and Research, Asia Pacific Division

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