ABSTRACT Seepage flow beneath the hydraulic structures creates uplift pressure on its floor that affects the performance of these structures. Prior studies have assumed that the cutoff wall is solid, however, perfect impermeability does not occur in the real world. This investigation yields an acceptable model for computing the relative uplift pressure at key points created by a vertical cutoff wall positioned at different locations (at the upstream end, at an intermediate location, and at the downstream end) underneath hydraulic structures. A series of numerical models based on the finite element method (FEM) were developed. With the generated data, Gene Expression Programming (GEP) is used to calculate the relative uplift pressure. The GEP model yielded high values of R 2, R, KGE, and NSE, and low values of MAE, RE%, and RMSE. Additionally, diagrams that allowed better estimation of relative uplift pressure were created. The NSE and KGE indices extracted using the GEP model are in a range of 0.75 < NSE ≤ 1 and 0.7 < KGE ≤ 1 whereas the RE% for the proposed models for each of the key points is less than 7.5%.
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