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23 Jul 2009: 4 ) gives in ( 3. 8 ) a contribution. 24 AT3 = $ K - = , q 5 ” 0 ( $ ) as # O , ( 3. ... 24 AT3 = = q5 - 89 O(q53ln q5) as q5 0.

6 May 2009: 1–24 of the Collected Papers, Vol. 3, M. Y. Hussaini, Ed., Oxford.

26 May 2009: http://journals.cambridge.org Downloaded: 26 May 2009 IP address: 172.16.219.19. J. Fluid Mech. (2008), vol. 611, pp. 395–426. c 2008 Cambridge University Pressdoi:10.1017/S0022112008002942 Printed in the United Kingdom. 395. Very viscous

10 Jul 2009: 0.637, which gives a phase velocity by7!, cr /U l5 2.24, i.e., cr /Vl 5 1.83.

21 Jul 2009: http://journals.cambridge.org Downloaded: 21 Jul 2009 IP address: 131.111.16.227. J. Fluid Mech. (1993), 001. 256, p p. 561-605 Copyright @ 1993 Cambridge University Press. 561. The hydrodynamic force on a rigid particle undergoing arbitrary

13 Jul 2009: x(tj-(O)]=n6D,Ati=2D,t, (24). where the factor l/3 represents the variance of a random number chosen uniformly on [ - 1, 11. ... Res. 24, 2 0 3 3 (1988). L. D e Arcangelis, J.

31 Jul 2009: The interpolations both have the correct qualitative behaviour. The cruder interpolation ( 1 7) is amazingly accurate for the first normal-stress difference, within 24 % for y / D < 20, whereas the inter-

10 Jul 2009: inside plugs = 54.5%,average particle fraction = 24%, minimum particle fraction inside bubbles = 8.5%.

10 Jul 2009: 24)It has been studied by Hooper & Boyd (1983) for unbounded fluid layers (α1 = α2 =) from an asymptotic analysis for β1 1 of the exact dispersion relationship.

14 Jul 2009: J. Fluid Mech. (2009), vol. 630, pp. 391–411. c 2009 Cambridge University Pressdoi:10.1017/S002211200900682X Printed in the United Kingdom. 391. Lagrangian drift near a wavy boundaryin a viscous oscillating flow. E. LARRIEU1, E. J. HINCH2 AND F.

30 Nov 2009: The. 24. cubature points are indicated by dots. Derivatives of increasing order are indicated by cir-cles with increasing radius.

21 Jul 2009: 2.24). terms vanish for the mean. (2.25). (2.26). Relying on the decomposition (2.9) we now write the velocity field V as the sum of two contributions,. ... Ci = Ai Bi, (3.24). Here (O) denotes the semi-infinite fluid domain on one side, either right or

13 Jul 2009: TL F r o m all local velocities 0.33 f0.04 0.35 to.05 0.32 20.04 0.24 20.03 0.24 20.03 0.19 ... 1122 1222 24-t-4 173 2023 2324 method.

28 Sep 2009: ui, j =1. rz. ri1/2. ri1/2 z j1/2. z j1/2. ur, zdrdz , 24. ... 24, pp. 273–285. 25J. Li, “Calcul d’interface affine par Morceaux piecewise linear interfacecalculation,” Acad.

13 Jul 2009: Received October 24, 1991; in revised form January 13, 1992). Abstract. ... D-2 2 1 and 6 = 4 - -. ( ) 4-D i?L3’ (24).

13 Jul 2009: ELSEVIER Journal of Contaminant Hydrology 16 (1994) 87-108. JOURNAL OF. Contaminant Hydrology. Echo tracer dispersion in model fractures with a rectangular geometry. I. I p p o l i t o a, G. D a c c o r d b, E.J. Hinch e, J.P. H u l i n a

10 Jul 2009: Received 24 January 2002; accepted 11 September 2002; published online 7 March 2003.

8 Jul 2009: Received 18 May 2007; accepted 24 January 2008; published online 29 February 2008.

13 Jul 2009: ARTICLES. Hydrodynamic interactions in deep bed filtrationClaude GhidagliaLaboratoire de Physique et Mecanique des Milieux Hetérogènes, URA 857 au CNRS, ESPCI, 10 rueVauquelin, 75231 Paris Cedex 05, France. Lucilla de ArcangelisLaboratoire de