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Associate
Engineering Fields - Marine Engineering - New Member

Join Date: May 2006
Posts: 36

OWC

05/19/2007 8:04 AM

i am designing an occilating water column wave energy harnessing device that uses a bi-directional turbine. when the air compresses the the air is blown from the front, when the wave receeds the air is sucked in and hits the lower turbine from the back. i have made the blades out of aluminium and shaft is well supproted on bearings. i want to ask those who have done similar experiments as to what pressure is needed to overcome the inertia of the shaft with blades and how the period and amplitude of the wave is related to this. any other comment regarding OWC is welcome

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Guru
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Join Date: Jun 2006
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#1

Re: OWC

05/19/2007 11:04 PM

use flapper valves so you need only a unidirectional turbine

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#2

Re: OWC

05/19/2007 11:57 PM

I remember doing a complicated calculus calculation for the oscillation of a water column in the instrument leg lines for an orifice plate (3rd yr university, fluid dynamics course, 35 years ago). The math is complicated, but can be done. It depends on the ratio of the diameter to length of tubing, density of fluid, viscosity, temperature, etc.

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Power-User

Join Date: Apr 2007
Posts: 414
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#3

Re: OWC

05/20/2007 5:49 AM

You have probably already encountered these articles:

http://adsabs.harvard.edu/abs/1982JEner...6..157R

http://www.mech.ed.ac.uk/research/wavepower/turbine/index.htm

Evidently Wells turbines need to be spun up to speed, like the early electric clocks. They won't start rotating with just a pressure differential. You might find it useful to construct a working model to discover some of the other quirks of this beast.

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Anonymous Poster
#4

Re: OWC

05/20/2007 11:49 AM

Can you use 4 flapper valves and make the mechanical equivalent of a full-wave rectifier bridge? And a flywheel (capacitor) to keep it moving at a steady pace. Always wondered if that would work.

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