Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 5
In Tables 2 to 4 , Pe is the annual average of the electrical power output of the plant . ... Table 2 shows that the utilization of a by - pass valve allows a substantial increase , of about 25 % , in the annual energy produced by the ...
In Tables 2 to 4 , Pe is the annual average of the electrical power output of the plant . ... Table 2 shows that the utilization of a by - pass valve allows a substantial increase , of about 25 % , in the annual energy produced by the ...
Page 17
The electrical power output estimated from the wave - to - wire model for a 500 kW rated pneumatic power turbine and coefficient K = 95 Pa / ( m / s ) for the 44 classes of Hs . Te referred to above are presented in Table 3 ( values in ...
The electrical power output estimated from the wave - to - wire model for a 500 kW rated pneumatic power turbine and coefficient K = 95 Pa / ( m / s ) for the 44 classes of Hs . Te referred to above are presented in Table 3 ( values in ...
Page 122
Table - 1 Centrifuge Specifications 3.0 m Centrifuge arm radius 15cm Up / Down Actuator , Pull lton 2.7 m I - Beam Usable payload dimensions platform nominal radius platform width nominal depth usable height maximum Payload acceleration ...
Table - 1 Centrifuge Specifications 3.0 m Centrifuge arm radius 15cm Up / Down Actuator , Pull lton 2.7 m I - Beam Usable payload dimensions platform nominal radius platform width nominal depth usable height maximum Payload acceleration ...
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Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
Copyright | |
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amplitude analysis angle applied arrangement assumed beam bending body bottom breakwater bridge calculated chamber coefficient compared components concept Conference considered construction deformation depth described developed device direction displacement distribution dynamic effect elastic element Engineering equation evaluate experiment experimental field Figure floating structure flow force frequency function girder horizontal hydrodynamic hydroelastic increase International irregular waves Japan layer length linear load maneuvers mass mean measured Mega-Float method mode modules mooring motion observed obtained ocean Offshore operation performance position predicted present pressure problem Proceedings ratio reduce reef region Research respectively response rigid scale ship shown shows side significant simulation spectrum submerged plate surface Table Tokyo turbine University vertical VLFS wave energy wave height wave period wind