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Hydrodynamic Forces on the Walls of Forebay due to Horizontal Earthquakes 2

Hydrodynamic Forces on the Walls of Forebay due to Horizontal Earthquakes

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Earthquakes can cause substantial hydrodynamic forces in penstocks and pressure tunnels. Depending on foundation conditions (soil type) and length of a penstock or pressure tunnel the maximum hydrodynamic pressures are up to 1 MPa for a peak ground acceleration of 0.3g.

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