Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 6American Society of Mechanical Engineers, 1999 - Arctic regions |
From inside the book
Results 1-3 of 15
Page 78
... cost . Through the study , the following procedure ( Figure 6 ) was found to be feasible . ( 1 ) Parts of the U ... COST ESTIMATION Approximate cost for the GLAD system construction has been estimated utilizing experiential cost units ...
... cost . Through the study , the following procedure ( Figure 6 ) was found to be feasible . ( 1 ) Parts of the U ... COST ESTIMATION Approximate cost for the GLAD system construction has been estimated utilizing experiential cost units ...
Page 79
... Cost The total construction cost of the GLAD system is tabulated in Table 5. The total cost reaches US $ 600 million . The GLAD system can sequestrate 360 tons of CO2 per hour , which is approximately 3.15 million tons in a year ...
... Cost The total construction cost of the GLAD system is tabulated in Table 5. The total cost reaches US $ 600 million . The GLAD system can sequestrate 360 tons of CO2 per hour , which is approximately 3.15 million tons in a year ...
Page 159
... cost , due to the increased size of the air compression chamber , as indicated by a marked decrease in the cost - benefit ratio . The most efficient configuration requires the air compression chamber to be placed at L , / ( L , + L2 ) ...
... cost , due to the increased size of the air compression chamber , as indicated by a marked decrease in the cost - benefit ratio . The most efficient configuration requires the air compression chamber to be placed at L , / ( L , + L2 ) ...
Contents
VERY LARGE FLOATING STRUCTURE | 1 |
OMAE99OSU3057 | 9 |
OMAE99OSU3058 | 17 |
Copyright | |
21 other sections not shown
Other editions - View all
Common terms and phrases
1st-order 2nd-order acoustic amplitude anchor angle Arctic Engineering ASME blade buoy buoyant body cable element cage bottom calculated component compression chamber Copyright deflection diameter distribution Drain Pipeline dynamic equation estimate Figure fish cage flow coefficient fluid function Gauge Number gravity-type grid heave horizontal hydrodynamic hydrodynamic pressure hydroelastic response incident wave irregular waves Japan large floating structures length lift force linear loading located mass mean wave measured Mechanics and Arctic MEGA-FLOAT meters method modal coordinate mode shape mooring force mooring lines mooring system navigation node obtained Ocean Engineering Offshore Mechanics pump Qmax radar RAO(Heave/Wave amp resonant duct response amplitude operators robot semisubmersible sensor shoreline shown in Fig significant wave height simulation spectra spectrum surface Tension Leg tether Theseus towed transponder U-Pipe Bundle unit deck vector vehicle velocity vertical displacement VLFS WaMOS wave conditions wave period wave power wind