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. Author manuscript; available in PMC: 2009 Sep 14.
Published in final edited form as: J Fluid Mech. 2009 Jun 1;629:231–262. doi: 10.1017/S0022112009006351

Figure 16.

Figure 16

Water-hammer pressure for shock-induced (square) and Rayleigh (circles) collapse. The empty symbols denote the values computed from (5.1) and the filled symbols are the values measured in the simulations: (a) free-field collapse; (b) collapse near a wall. Shock-induced collapse: ps/po = 353; Rayleigh collapse: ps/po = 714.