Download e-book for iPad: Aeroguide 22 - General Dynamics F-111 E/ F by Roger Chesneau

By Roger Chesneau

ISBN-10: 0946958270

ISBN-13: 9780946958276

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BSI 07-2000 BS 6349-1:2000 Model studies can be made to determine the magnitude of the lateral force due to current and wind and to determine the best design of structures and arrangement of fenders to withstand possible impact during the last stage of berthing. Berthing simulation techniques also allow various berthing strategies to be investigated before the ship arrives, or even before the berth is constructed. Guidance on the assessment of berthing loads is given in BS 6349-4:1994. 5). Where possible, mooring loads should be established on a line by line basis by means of a suitable computer program.

For fine-grained sediments, both modes are usually present at the same time and it is difficult to distinguish the boundary and the level at which suspended transport is initiated. It is normally considered that suspension becomes appreciable when vs/vo ≈ 1 where vs is the average fall velocity of the particles in still water and the friction velocity vo = √ (t0/r) where t0 is the shear stress exerted by the water on the bed and r is the water density. Beds subject to erosion usually form small-scale ripples and larger-scale dunes.

Where necessary, guidance on other wave theories can be obtained from modern references [12, 16]. 1 General For a given water depth, monochromatic waves can be described by the properties of height and period. 9. 2 Wave height The wave height is the height of a wave crest above the preceding wave trough and is usually denoted by H and, in deep water, by H0. 3 Wave period The wave period is the time for two successive wave crests to pass a fixed point and is usually denoted by T. In first order theory the period is assumed to be independent of water depth.

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Aeroguide 22 - General Dynamics F-111 E/ F by Roger Chesneau


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