Advances in Civil Engineering / 2019 / Article / Fig 15

Research Article

Calculation Methods for the Permeability Coefficient of Concrete Face Rockfill Dam with Cracks

Figure 15

Typical section contour line of seepage pressure in case of the check flood level (m): (a) contour line of seepage pressure of river bed section and (b) contour line of seepage pressure of dam axis section.

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