Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
From inside the book
Results 1-3 of 76
Page 119
where R is the right-hand side of equation (15). When standard central
differencing is used, we solve two tridiagonal systems of equations. The
boundary conditions on S, in equation (17) are the periodic conditions in n. The
boundary ...
where R is the right-hand side of equation (15). When standard central
differencing is used, we solve two tridiagonal systems of equations. The
boundary conditions on S, in equation (17) are the periodic conditions in n. The
boundary ...
Page 169
multiplying Pero with one of the reduction formulas presented in the previous
section (Equations 16, 17 or 18) or by the ... 1 (25) In Figure 9, the analytical
results for tube C22J1–50 for zero pressure are seen to compare well with
Equation 23, ...
multiplying Pero with one of the reduction formulas presented in the previous
section (Equations 16, 17 or 18) or by the ... 1 (25) In Figure 9, the analytical
results for tube C22J1–50 for zero pressure are seen to compare well with
Equation 23, ...
Page 356
2 Governing Equations and Pressure Correction Formulation The governing
equations are the following non-dimensionalized Navier-Stokes equations of
incompressible flow : V. ti = 0 (1) 9ü (2) 9t The first is the continuity equation,
while the ...
2 Governing Equations and Pressure Correction Formulation The governing
equations are the following non-dimensionalized Navier-Stokes equations of
incompressible flow : V. ti = 0 (1) 9ü (2) 9t The first is the continuity equation,
while the ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
OCEAN WAVES AND ENERGY | 1 |
Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |
Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |
Copyright | |
15 other sections not shown
Other editions - View all
Common terms and phrases
amplitude analysis applied approach assumed body boundary buoy calculated Circular coefficient compared compliant component considered correlation curve cylinder damping derived determined developed direction distribution domain drag drift dynamic effects energy Engineering equation experiments expressed field Figure flow fluid frequency function given height horizontal hydrodynamic increase installation interaction Journal length lift coefficient lift force linear load mass maximum mean measured method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio reference relative represent respectively response Reynolds number second-order shedding shown shows simulation solution spectrum structure surface Table Technology tests theory tower turbulence uniform values velocity vertical vibration vortex water depth wave wind