Eman A. Elnikhely, Walaa Y. El-Nashar


Seepage underneath floors of hydraulic structures takes place due to the difference in water levels between the upstream and the downstream sides. The analysis of seepage flow has is important for design applications in hydraulic structures. The present paper aims to study the effects of anisotropy of soil on the seepage characteristics for a soil media of a finite depth and extent. A two-dimensional steady –state saturated ground water flow model was managed using the Z-Soil program to obtain the uplift pressure distribution under the floor of hydraulic structure of stepped floor of one and two layer soil formation and the exit hydraulic gradient downstream the structure. For a one- layer system the variables investigated are the degree of anisotropy and the effects of macro-heterogeneity by using isolated more permeable pockets or extent of a permeable formation within the soil domain. For a two-layer system with the lower layer more permeable than the upper one, the effect of the upper layer thickness, the effect of anisotropic permeability ratios of the semi-pervious top stratum (silty-sand), the effect of anisotropic permeability ratios of the pervious lower stratum of sand, and the effect of anisotropy ratio of both stratum were examined. Dimensionless graphs representing seepage characteristics are provided. The results of the Z-Soil program are verified using finite element program by other and conformal mapping method (CMM) [6]. It is found that the use of the two-dimensional finite element model that was implemented by the computer program Z-Soil provided a convenient analysis tool that allowed the modeling of irregular site conditions


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