Application of the Coupled Simulation–optimization Method for the Optimum Cut-off Design Under a Hydraulic Structure

Author:

Hassan Waqed H.ORCID,Hussein Hussein H.,Khashan Duaa H.,Alshammari Musa H.,Nile Basim K.

Publisher

Springer Science and Business Media LLC

Subject

Water Science and Technology,Civil and Structural Engineering

Reference25 articles.

1. Al-Delewy AA, Shukur A-HK, AL-Musawi WH (2006) Optimum design of control devices for safe seepage under hydraulic structures. J Eng Dev 10:66–87

2. Al-Juboori M, Datta B (2019) Performance evaluation of a genetic algorithm-based linked simulation-optimization model for optimal hydraulic seepage-related design of concrete gravity dams. J Appl Water Eng Res 7:173–197

3. Al- Saadi SI, Al-fatlawy RA (2007) Effect of degree of anisotropy on exit gradient under dams using the finite element method. M.Sc. Thesis, Department of Civil Engineering, University of Kufa, Iraq

4. Al-Suhaili RH, Karim RA (2014) Optimal dimensions of small hydraulic structure cutoffs using coupled genetic algorithm and ANN model. J Eng 20:1–19

5. Alsenousi KF, Mohamed HG (2008) Effects of inclined cutoffs and soil foundation characteristics on seepage beneath hydraulic structures. In 12th International Water Technology Conference. pp 1597–1617

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