Hydrodynamic pressure and its significance in hydrotherapy
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Efficient finite element analysis of hydrodynamic pressure on dams
SK Sharan
Computers & structures 42 (5), 713-723, 1992
A simple, highly effective and efficient technique is developed to simulate the combined effects of energy dissipation due to an infinitely large length and the absorption of pressure waves at the bottom of a two-dimensional reservoir impounded by a dam subject to horizontal harmonic ground motion. The near-field geometry of the reservoir is considered to be arbitrary; however, the reservoir bed in the far field is assumed to be horizontal. The proposed radiation boundary is readily applicable to the finite element or boundary element analysis of two …
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Hydrodynamic pressure sensing with an artificial lateral line in steady and unsteady flows
Roberto Venturelli, Otar Akanyeti, Francesco Visentin, Jaas Ježov, Lily D Chambers, Gert Toming, Jennifer Brown, Maarja Kruusmaa, William M Megill, Paolo Fiorini
Bioinspiration & biomimetics 7 (3), 036004, 2012
With the overall goal being a better understanding of the sensing environment from the local perspective of a situated agent, we studied uniform flows and Kármán vortex streets in a frame of reference relevant to a fish or swimming robot. We visualized each flow regime with digital particle image velocimetry and then took local measurements using a rigid body with laterally distributed parallel pressure sensor arrays. Time and frequency domain methods were used to characterize hydrodynamically relevant scenarios in steady and unsteady flows for control applications. Here we report that a distributed pressure sensing mechanism has the capability to discriminate Kármán vortex streets from uniform flows, and determine the orientation and position of the platform with respect to the incoming flow and the centre axis of the Kármán vortex street. It also enables the computation of hydrodynamic features which may be relevant for a robot while interacting with the flow, such as vortex shedding frequency, vortex travelling speed and downstream distance between vortices. A Kármán vortex street was distinguished in this study from uniform flows by analysing the magnitude of fluctuations present in the sensor measurements and the number of sensors detecting the same dominant frequency. In the Kármán vortex street the turbulence intensity was 30% higher than that in the uniform flow and the sensors collectively sensed the vortex shedding frequency as the dominant frequency. The position and orientation of the sensor platform were determined via a comparative analysis between laterally distributed sensor arrays; the vortex travelling speed was estimated via a cross-correlation analysis among the sensors.
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