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Water entry of an expanding body with and without splash

Published online by Cambridge University Press:  15 January 2019

Y. A. Semenov
Affiliation:
Department of Mechanical Engineering, University College London, London WC1E 6BT, UK
G. X. Wu*
Affiliation:
Department of Mechanical Engineering, University College London, London WC1E 6BT, UK
*
†Email address for correspondence: g.wu@ucl.ac.uk

Abstract

A self-similar flow generated by water entry of an expanding two-dimensional smooth and curved body is studied based on the incompressible velocity potential theory, with gravity and surface tension effects being ignored. At each expansion speed, mathematical solutions for detached flow with a splash jet and attached flow with jet leaning on the body surface are obtained, both of which have been found possible in experiment, corresponding to hydrophobic and hydrophilic bodies, respectively. The problem is solved using the integral hodograph method, which converts the governing Laplace equations into two integral equations along the half real and imaginary axes of a parameter plane. For the detached flow, the conditions for continuity and finite spatial derivative of the velocity at the point of flow departing form the body surface are imposed. It is found that the Brillouin–Villat criterion for flow detachment of steady flow is also met in this self-similar flow, which requires the curvatures of the free surface and the body surface to be the same at the detachment point. Solutions for the detached flow have been obtained in the whole range of the expansion speeds, from zero to infinity, relative to the water entry speed. For the attached flow there is a minimal expansion speed below which no solution cannot be obtained. Detailed results in terms of pressure distribution, free surface shape and streamlines and tip angle of the jet are presented. It is revealed that when solutions for both detached and attached flows exist, the pressure distributions on the cylinder surface are almost the same up to the point near the jet root. Beyond that point, the pressure relative to the ambient one drops to zero at the detachment point in the former, while it drops below zero in the jet attached on the body and then returns to zero at the contact point in the latter.

Information

Type
JFM Papers
Copyright
© 2019 Cambridge University Press 
Figure 0

Figure 1.Impacting spheres with two different wettabilities at the same impact velocity:(a) hydrophobic sphere and (b) hydrophilic sphere. Adopted from Duez et al. (2007).

Figure 1

Figure 2.Flow development as time in progress for (a) fast expansion and (b) slow expansion.

Figure 2

Figure 3.(a) The similarity plane $z=x+\text{i}y$ for a flow with velocity $V$ impacting an expanding body. (b) The $\unicode[STIX]{x1D701}$-plane where arrows in the closed line show the path of integration in (2.9), which is opposite to the direction of vector $\unicode[STIX]{x1D749}$, the arc length coordinate $s$ and (c) variation of the velocity angle $\unicode[STIX]{x1D714}=\arg (v_{s}+\text{i}v_{n})$ to the whole boundary of the flow domain. Its continuous and step variations are shown by solid lines and dashed lines, respectively. Points $A,O,B_{-},B_{+}$ and $D$ are marked through solid points and the route follows $D^{\prime },A,O,B_{-},B_{+},D$. When the body is smooth at point $A$, the angle $\unicode[STIX]{x1D6FC}=\unicode[STIX]{x03C0}/2$.

Figure 3

Table 1.Tip angle $\unicode[STIX]{x1D707}/\unicode[STIX]{x03C0}$ of the splash jet and the ratio of arc length $s_{N_{b}-1}$ between the tip of the jet and its neighbouring node to arc length $OB$.

Figure 4

Figure 4.The free surface shape and streamlines for different expansion speeds of a circular cylinder: (a) $u=109$, $b=10^{-5}$; (b) $u=27.6$, $b=10^{-4}$; (c) $u=6.98$, $b=10^{-3}$; (d) $u=1.94$, $b=10^{-2}$; (e) $u=1.0$, $b=0.052$; (f) $u=0.0487$, $b=4.0$.

Figure 5

Figure 5.The impact force coefficient on an expanding circular cylinder entering water with constant velocity: $C_{D}$ in (46) (solid line); $C_{dp}$ in (46) (dashed line); the ratio $C_{D}/C_{dp}$ (dash-dotted line).

Figure 6

Table 2.Main reference parameters for water entry of an expanding circular cylinder with detached splash jet. In the last line are shown the values corresponding to the steady flow past a circular cylinder (Gurevich 1965).

Figure 7

Figure 6.The flow configuration at the different expansion speeds: (a) $u=27.6$; (b) $u=6.98$; (c) $u=1.94$; (d) $u=1.0$.

Figure 8

Figure 7.(a) The free surface shapes and the streamlines near the jet tip at the different angles of the wetted part of the cylinder $\unicode[STIX]{x1D6FF}_{O}$, and (b) free surface shape and velocity magnitude along the free surface at $\unicode[STIX]{x1D6FF}_{O}=167^{\circ }$ for $u=0.9365$.

Figure 9

Figure 8.(a) Velocity magnitude along the free surface relative to the velocity at the jet tip, $v/v_{0}$, (lower set of the curves) and the angle of the velocity to the free surface, $\unicode[STIX]{x1D703}$, (upper set of the curves) for different expansion speeds: $u=20.2$, $\unicode[STIX]{x1D6FF}_{O}=50^{\circ }$ (dashed-dot lines); $u=5.62$, $\unicode[STIX]{x1D6FF}_{O}=90^{\circ }$ (dotted line); $u=2.09$, $\unicode[STIX]{x1D6FF}_{O}=135^{\circ }$ (dashed line); $u=0.937$, $\unicode[STIX]{x1D6FF}_{O}=167^{\circ }$ (solid line).

Figure 10

Figure 9.Pressure coefficient on the cylinder surface for the cases shown in figures 4 (dashed lines) and 6 (solid lines): (a) $u=27.17$; (b) $u=6.98$; (c) $u=1.94$; (d) $u=1.0$.

Figure 11

Table 3.Main reference parameters for water entry of an expanding circular cylinder with attached flow.