WWP
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WWP DWGS
WWP Calcul'n

WWP - Construction

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The WWP consists of a large Major Float floating at the sea surface, connected by flexible lines and a rod to a piston inside a submerged small   diameter reciprocating water pump. The WWP is anchored to the sea bed and kept vertical by a submerged Pump Float.

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Suction and Discharge Check Valves regulate the flow of water into and out of the pump.

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Pumped water is collected in a piping network run at the sea bed and discharging into hydro-turbo generator to provide power at required voltage and frequency.

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The WWP needs a minimum water depth of 14 meters.

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Installing sets of 10-Pumps would increase wave energy extraction.

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Discharge pipes and cross dummy piping are in integral part of the system mooring.

WWP – Operation

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The Major Float moves up and down with the incoming.  For a 4 meter high wave the large volume Major Float develops an uplift force up to 2,650 kilo-grams that acts on the piston of a small diameter piston pump to extract an average of 119 liters per cycle to 50 m head.  This is equivalent to extracting 58.14 KW from a 108 KW incoming wave at an extraction efficiency of 53.83 %.

WWP - System Construction

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A WWP field consists of multiples of 10-Pump sets to provide the required generator power output.

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Installing ten sets of 10-Pumps each (total 100 pumps) occupies 13.5 by 30 meters space.  Water pumped to 50 m and generator output are shown below.

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System costs depend upon location, power output and Client requirements.

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The system output in KW-Hours per year is the sum product of generator output in KW and the respective wave height durations in hours per year.  This information would provide system yearly gross income.

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The above data determines system viability and profitability.

 

Detailed Drawings available upon request

 

Refer to Feasibility

Depends on site, sea state and load requirements.


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Last modified: 07/27/10