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5 May 2006: c). 100. 300. 500. 700. = 0.0500. g′ = 19.24 cm s–2.

30 May 2006: 0, for which case the third term in (24) is negligible and the single-layer shallow-water momentum equation is recovered. ... The two-layer model comprises the three equations (17), (21) and (24) for the three variables h, u and 4 that describe the

5 May 2006: J. Fluid Mech. (2006), vol. 549, pp. 99–129. c 2006 Cambridge University Pressdoi:10.1017/S0022112005007500 Printed in the United Kingdom. 99. Numerical modelling of convection ina reactive porous medium with a mobile. mush–liquid interface. By

5 May 2006: 14 24.4 8.5 380 015 25.2 17.1 276 016 26.2 34.1 204 017 25.9 63.2 171 018 103.3 8.3 90 019 ... 164 2.913 25.6 33.3 0.123 510 2.930 24.6 16.8 0.123 270 2.931 50 16.8 0.123 240 2.932 104.1

27 Apr 2006: Once the local Rayleigh number based on 8 exceeds a critical value, as determined by Smith [24] for example, the boundary layer breaks down and the magma begins to convect.

27 Apr 2006: f_0q(z,) d z ' = A 2. (3.24) The functional form for the source strength q(z') is d e t e r m i n e d by matching

30 May 2006: J. Fluid Me&. (1981), vol. 106, p p. 299-329. Printed in Great Britain 399. Double-diffusive convection. By H E R B E R T E. H U P P E R T Department of Applied Mathematics and Theoretical Physics,. Silver Street, Cambridge CB3 9EW. A N D J. S T E W

27 Apr 2006: 1034 23.0 24.0 0.016 67. K 1.3 w t. % saline s o l u t i o n S e d i m e n t m ... 1034 24.0 10.0 0.012 28. L 1.3 wt.% saline s o l u t i o n Secliment m fresh w a t e r.

30 May 2006: J. Fluid Mech. (1995), vol. 289, p p. 263-293 Copyright 0 1995 Cambridge University Press. 263. Sedimentation and entrainment in dense layers of suspended particles stirred by an oscillating grid. By H E R B E R T E. HUPPERT', J. STEWART TURNER' A N

27 Apr 2006: r N = c ( ) (gS3/3v) 118 t (3 I)18 (2.24). ... 8 a n d using (2.24}. The results are:. S = 0.