Some high rockfill dams, built on deep overburden, utilize double concrete cutoff walls for
seepage control, thereby introducing increased complexity to seepage characteristics in the …

Cutoff walls are widely used to limit seepage, piping, and the uplift under hydraulic
structures. Therefore, this study focused on a numerical investigation of the hydraulic …

Seepage flow through pervious media or formations is one of the causative factors for dam
failure. In order to reduce and control this problem, seepage modeling and analysis are very …

The problem of steady 2-D potential Darcian flow from a flat-bottomed reservoir of a coffer or
other type of dam, separated from an empty tailwater by an impermeable vertical sheet …

The problem of steady-state seepage flow underneath diversion dams on permeable soil of
infinite depth with a cutoff wall at the downstream end with a certain width has not been …

The seepage reduction in embankment dams is essential to their stability and safety. This
research aims to evaluate the effects of penetration depth (16, 18, 20, 22, 24 m), distance …

The Moghra aquifer is being intensively exploited within a mega desert reclamation project
in Egypt. Due to the ongoing unprecedented overdraft, a drastic drawdown was observed in …

Cement-based structures are prone to hydraulic fracturing in acidic sulfate and seepage
environments, posing a significant safety threat to engineering projects. To investigate the …

The current research deals with the effects of the inclination angle (15, 30, 45, 60, 75, 90,
105, 120, 135, and 150°) of a sheet pile, the number of sheet piles (1–6), and the distance …

Using one opening (filter) within the floors of hydraulic structures is a known technique to
relieve the seepage effects on their floors. In this study, a new method to control seepage …