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It is very important for seepage behavior identification to determine accurately saturation line in levee engineering.
The reliable observation and reasonable identification of seepage behavior play an important role in ensuring the service safety of dike engineering.
This paper presents conceptual and numerical models which aim at developing an understanding of water seepage behavior in such media, and exploring conditions for fast preferential flow.
The results from the last two examples further demonstrate that the orientation, extent and density of fractures significantly affect the free surface seepage behavior in the fracture network.
An approximate invariance of seepage behavior was derived for simultaneous space-and-time scaling, suggesting that seepage patterns should appear more vertically elongated as the scale of observation is increased.
Fig. 9 Evaluation of the unsaturated seepage behavior by MRI.
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For this purpose, three models of layered soil blocks for three different levels of groundwater (i.e. 24, 34 and 44 cm) were designed to investigate the seepage erosion behavior experimentally.
With the calibrated micro hydro-mechanical parameters, the DVIB can simulate the seepage and mechanical behaviors accurately based on a common set of lattice.
New generalized solutions of linearized Boussinesq equation are derived to approximate the dynamic behavior of subsurface seepage flow induced by multiple localized time-varying recharges over sloping ditch drain aquifer system.
The main characteristic of this model is coupled the stress-fracture-seepage analyses on the mechanical behavior of coal in terms of complex stress evolution.
The significant influence of the excavation-induced permeability variation on the seepage field in the surrounding rocks and the overall behaviors of the seepage control system are comprehensively illustrated by the numerical results, and the optimized design parameters are suggested for the drainage system.
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