SciELO - Scientific Electronic Library Online

 
vol.50 número1National Wetland Map 5: An improved spatial extent and representation of inland aquatic and estuarine ecosystems in South AfricaThe potential use of plant species within a Renosterveld landscape for the phytoremediation of glyphosate and fertiliser índice de autoresíndice de materiabúsqueda de artículos
Home Pagelista alfabética de revistas  

Servicios Personalizados

Articulo

Indicadores

Links relacionados

  • En proceso de indezaciónCitado por Google
  • En proceso de indezaciónSimilares en Google

Compartir


Water SA

versión On-line ISSN 1816-7950
versión impresa ISSN 0378-4738

Resumen

MOSTAFA, Mahmoud M  y  ZHENZHONG, Shen. Seepage behaviour through earth dams with zones of different filling materials. Water SA [online]. 2024, vol.50, n.1, pp.106-120. ISSN 1816-7950.  http://dx.doi.org/10.17159/wsa/2024.v50.i1.4055.

Since more than one-third of dam failures have been attributed to uncontrolled seepage, it is of great mportance to investigate the behaviour of this phenomenon in order to achieve the maximum degree of safety for such dams. The present work investigated the influence of the permeability coefficient of the different materials used in zoned earth dams on different seepage parameters. For the modelling and analysis processes, the Seep/w and Seep2D software were employed. The numerical results prove that the optimum relative hydraulic conductivity between the inner and transition shells is about 0.001, and it is Detter to use filling materials with less hydraulic conductivity in the upstream transition and outer shells than η the downstream ones. A good agreement was noted between the obtained results from Seep/wand those Tom Seep2D. Reducing the hydraulic conductivity of both the upstream and the downstream shells, or of the downstream shells only, causes the pore water pressure in the dam body to increase significantly, and causes a remarkable reduction in the seeped water quantity and velocity. A moderate reduction in the different seepage parameters is achieved by reducing the hydraulic conductivity of the upstream transition shell, and a small reduction is noticed by reducing the hydraulic conductivity of the upstream outer shell.

Palabras clave : earth dams; hydraulic conductivity; phreatic line; seepage analysis; Seep/w; Seep2d.

        · texto en Inglés     · Inglés ( pdf )

 

Creative Commons License Todo el contenido de esta revista, excepto dónde está identificado, está bajo una Licencia Creative Commons