Academic literature on the topic 'Structures en rivulets'

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Journal articles on the topic "Structures en rivulets"

1

Rietz, Manuel, Benoit Scheid, François Gallaire, Nicolas Kofman, Reinhold Kneer, and Wilko Rohlfs. "Dynamics of falling films on the outside of a vertical rotating cylinder: waves, rivulets and dripping transitions." Journal of Fluid Mechanics 832 (October 26, 2017): 189–211. http://dx.doi.org/10.1017/jfm.2017.657.

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Falling liquid films on the underside of a plate or on the outside of a rotating cylinder are subject to a destabilizing body force. The evolution of the film topology is determined by interactions between the Kapitza and the Rayleigh–Taylor instability, leading to complex patterning of the film surface and eventually fluid detachment from the substrate. This study experimentally investigates the evolution of the surface topology for a film on the outside of a vertical rotating cylinder of large radius. Shear at the liquid/air interface is suppressed through an outer, co-rotating cylinder. The
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Bons, Paul D., Jens K. Becker, Marlina A. Elburg, and Kristjan Urtson. "Granite formation: Stepwise accumulation of melt or connected networks?" Earth and Environmental Science Transactions of the Royal Society of Edinburgh 100, no. 1-2 (2009): 105–15. http://dx.doi.org/10.1017/s175569100901603x.

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ABSTRACTSeveral authors have proposed that granitic melt accumulation and transport from the source region occurs in networks of connected melt-filled veins and dykes. These models envisage the smallest leucosomes as ‘rivulets’ that connect to feed larger dykes that form the ‘rivers’ through which magma ascends through the sub-solidus crust. This paper critically reviews this ‘rivulets-feeding-rivers’ model. It is argued that such melt-filled networks are unlikely to develop in nature, because melt flows and accumulates well before a fully connected network can be established. In the alternati
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3

Ledda, Pier Giuseppe, and François Gallaire. "Secondary instability in thin film flows under an inclined plane: growth of lenses on spatially developing rivulets." Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences 477, no. 2251 (2021): 20210291. http://dx.doi.org/10.1098/rspa.2021.0291.

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The response of a thin film flowing under an inclined plane, modelled using the lubrication equation, is studied. The flow at the inlet is perturbed by the superimposition of a spanwise-periodic steady modulation and a decoupled temporally periodic but spatially homogeneous perturbation. As the consequence of the spanwise inlet forcing, the so-called rivulets grow downstream and eventually reach a streamwise-invariant state, modulated along the direction perpendicular to the flow. The linearized dynamics in the presence of a time-harmonic inlet forcing shows the emergence of a time-periodic fl
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4

Zhou, Chao, and Yibing Liu. "Modeling and Mechanism of Rain-Wind Induced Vibration of Bundled Conductors." Shock and Vibration 2016 (2016): 1–7. http://dx.doi.org/10.1155/2016/1038150.

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Under the certain rain-wind conditions, bundled conductors exhibit a rain-wind induced large-amplitude vibration. This type of vibration can cause the fatigue fractures of conductors and fatigue failures of spacers, which threaten the safety operation and serviceability of high-voltage transmission line. To reveal the mechanism of rain-wind induced vibration of bundled conductors, a series of 2-dimensional CFD models about the twin bundled conductors with rivulets are developed to obtain the curves of aerodynamic coefficients with the upper rivulet angle. The influences of the forward conducto
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5

BOSTWICK, J. B., and P. H. STEEN. "Stability of constrained cylindrical interfaces and the torus lift of Plateau–Rayleigh." Journal of Fluid Mechanics 647 (March 18, 2010): 201–19. http://dx.doi.org/10.1017/s0022112009993831.

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Surface tension acting at a cylindrical interface holds an underlying liquid in motionless equilibrium. This static base state is subject to dynamic capillary instability, including Plateau–Rayleigh breakup. If the interface is partially supported by a cylindrical cup-like solid, the extent of the wetting contact can significantly influence the dynamics and the stability of the configuration. The equation for the motion of small disturbances is formulated as an eigenvalue equation on linear operators. A solution is constructed on a constrained function space using a Rayleigh–Ritz procedure. Th
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6

Mizumura, Kazumasa. "Meandering Water Rivulet." Journal of Hydraulic Engineering 119, no. 11 (1993): 1205–22. http://dx.doi.org/10.1061/(asce)0733-9429(1993)119:11(1205).

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7

Chinnov, E. A. "Rivulet structures formation, rupture and heat transfer in the falling liquid films." Journal of Physics: Conference Series 1677 (December 7, 2020): 012055. http://dx.doi.org/10.1088/1742-6596/1677/1/012055.

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8

Singh, Rajesh K., Janine E. Galvin, and Xin Sun. "Hydrodynamics of the rivulet flow over corrugated sheet used in structured packings." International Journal of Greenhouse Gas Control 64 (September 2017): 87–98. http://dx.doi.org/10.1016/j.ijggc.2017.07.005.

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9

Kabov, Oleg A., Benoit Scheid, Irina A. Sharina, and Jean-Claude Legros. "Heat transfer and rivulet structures formation in a falling thin liquid film locally heated." International Journal of Thermal Sciences 41, no. 7 (2002): 664–72. http://dx.doi.org/10.1016/s1290-0729(02)01361-3.

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10

Li, Shouying, Yuanyuan Wang, Qingyu Zeng, and Zhengqing Chen. "Coupled responses of stay cables under the combined rain–wind and support excitations by theoretical analyses." Advances in Structural Engineering 23, no. 11 (2020): 2261–75. http://dx.doi.org/10.1177/1369433220911164.

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Stay cables on several cable-stayed bridges all over the world have been found to experience rain-wind-induced vibrations under the combined action of rain and wind. Meanwhile, the bridge deck might also have obvious oscillation under the wind and/or traffic loads. The coupled responses of a stay cable under the combined rain–wind and support excitations are numerically investigated in this article. The equations of motion of a three-dimensional continuous stay cable are derived by considering the high-order nonlinear components of the dynamic cable tension, together with the equation of motio
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