ForsideBøgerA Treatise On The Princip… Of Harbour Engineering

A Treatise On The Principles And Practice Of Harbour Engineering

Forfatter: Brysson Cunningham

År: 1908

Forlag: Charles Griffin & Company

Sted: London

Sider: 410

UDK: Vandbygningssamlingen 134.16

With18 Plates And 220 Illustrations In The Text

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Side af 416 Forrige Næste
PIERHEADS, QUAYS, AND LANDING-STAGES. 217 If N be odd, the displacement for the middle compartment is zero. Accordingly, we have the following series to summate :— ^{(N-l)*+(N-3)*+(N-5)*+................. which cornes to AL2 N(N2-1) AL2/. 1\ N3' 6 6V NV The area of the original rectangle is LD, and, dividing the preceding expression by it, we obtain the following value for the horizontal component of transference :— 6D\ NV Similarly, it can be shown that △Yt V 6DV NV Comparing these equations with the values on p. 205 previously given for the ordinates in the case of the undivided and unballasted pontoon, we see that they differ only by the factor which is a constant for any assigned case. Therefore, so long as the displacement is confined within limits such that the bottom of the pontoon is not exposed either inside or out, nor the upper corners immersed, the curve of buoyancy is parabolic as before. The metacentric height, measured above the primary centroid of buoy- ancy, is \12D 6D/\ NV’ or, measuring from the centre of depth O of the pontoon, (^X^M^^)] When in the upright position, A = 0, and the latter expression reduces to from which it is clear that with an increase in the number of compartments, the metacentric height increases, and therefore the greater the number of the compartments the greater the stability. When N = 1, the metacentric height is and as the metacentric height (measured, as assumed above, from the centre