Advances in Civil Engineering / 2019 / Article / Fig 14

Research Article

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

Figure 14

Typical section contour line of seepage pressure in case of the designed 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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