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Hydrodynamics of Water Strider Locomotion Danielle Wain 19 September 2003 Water striders are capable of moving across the water surface without penetration. Unlike the basilisk lizard, which is too large to rest on the surface of the water and thus can only remain on the surface while running, the water strider is capable of remaining still on the surface in addition to locomotion on the surface. This is due to a balance between the force exerted downward on the water surface by the weight of the water strider and upward on the water strider by a buoyancy force and a curvature force. Hu et al. (2003) show that for a water strider, the buoyancy force is negligible compared to the curvature force. The curvature force is due to the surface tension of water. Water molecules in the interior of a body of water feel an equal attraction in all directions because they are surrounding by similar molecules in all directions. At the surface however, the water molecules are unequally attracted inwards towards the rest of the water mass. This inward attraction is what creates surface tension (McMurray and Fay 1995). The small hairs on the legs of the water striders assist in their ability to rest on the water surface without penetrating the surface because their legs do not get wet. Where the legs of the water strider sit on the water, they create depressions in the surface without penetrating it and the surface tension acting on the length of the legs in contact with the water surface to support the weight of the water strider. Hu et al. (2003) show that for 342 species of water strider, the length of the leg in contact with the water surface increases with the body weight of the water strider, thus the force due to surface tension increases with the force due to the body weight. MC is the ratio between these two forces, and as can be seen in the figure 2 from Hu et al. (2003), none of the water striders evaluated fall below the line MC = 1, where the water strider would be too heavy to be supported by the surface tension. This figure also shows that water striders do not scale isometrically. The heavier water striders measured would not be able to remain the water surface given this scaling. The best fit to the data does show an allometric scaling though: Fs = 48Fg0.58, where Fs is the force due to the surface tension and Fg is the force due to the weight of the water strider. Fs is a function of the length of the leg in contact with the water, so this shows that the length of the legs increases with the body mass, although more slowly. All of the water striders measured though are smaller than the critical point where the length of the legs would not be sufficient to support the body mass. Figure 2 from Hu et al. (2003): The relation between the maximum curvature force and body weight for 342 species of water striders. The hydrodynamics of locomotion for the water strider is very different from that of the basilisk lizard, but they both must follow Newton’s third law of motion. This states that when a force is exerted on one object by another, the second object will exert and an equal and opposite force on the first object. In the case of the basilisk lizard, the slap and stroke impulses act to create an upward force that supports the weight of the lizard. The water strider is shown to exert a force on the water when it strokes that is less than the upward force due to surface tension, which it allows it to remain on the surface. But in order for the water strider to propel itself forward, Newton’s third law says that it must transfer its momentum to the water. Denny proposed that the mechanism by which the momentum was transferred was through capillary waves. Capillary waves are waves due to surface tension, as opposed to the more commonly known gravity waves, which are what we see in the ocean for instance (Kundu 2002). The primary difference is the force generating the waves. In the ocean, gravity drives the waves, whereas in this case the surface tension drives the waves. The problem with this theory of momentum transfer is that infant water striders do not stroke their legs fast enough to produce capillary waves. This inconsistency is called Denny’s paradox. Hu et al. (2003) use experiments to attempt to resolve this paradox. They conclude that when a water strider strokes, his legs shed hemispherical vortices, that are approximately the depth of the depression formed by the leg in the water surface. The structure of these vortices can be seen in figure 3c of Hu et al. (2003). The momentum in these vortices is comparable to the momentum of the strider, whereas the momentum in the capillary waves produced was an order of magnitude smaller. Consequently, it can be concluded that capillary waves are not an important mode of momentum transfer and that all water striders, both infant and adult, move by means of these vortices. A lower limit is placed on when these vortices can be shed though. The Reynolds number is the ratio between inertial and viscous forces. A representation of the inertial forces for the movement of the water strider is the product of the stroke velocity and the length of the leg in contact with the water. The viscosity of the water represents the resistance that the stroke will encounter. The inertial forces have to be sufficient enough to overcome the viscosity of the water. In this case the Reynolds number has to be greater than 100 for vortices to be shed. Hu et al. (2003) suggest that this represents the minimum size that a water strider can be and be able to propel itself across the water. Figure 3c from Hu et al. (2003): An illustration of the structures generated by the stroke: capillary waves and vortices. The water strider, like all animals, must transfer momentum in order to move. They have the added physical challenge of transferring this momentum while remaining on the surface of the water. The discovery of these hemispherical vortices provides a mechanism for the movement of infant and adult water striders. REFERENCES Hu, D.L., Chan, B., and Bush, J.W.M., 2003. The hydrodynamics of water strider locomotion. Nature 424, 663 – 666. Kundu, P.K., 2002. Fluid Mechanics. San Diego, CA: Academic Press. McMurray, J., and Fay, R.C., 1995. Chemistry. Englewood Cliffs, NJ: Prentice Hall.