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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PIERHEADS, QUAYS, AND LANDING-STAGES. 2II Flirther, taking the equation of the parabola in the first phase, viz., X2 = L2 60^ where the two curves intersect, we get 36 • 18Da: - 18L^r2 - LD = 0, L- L2 or (6æ - L)8=0. Therefore the parabola and hyperbola have three point contact at LD 6’6 The curve may now be traced from the foregoing data.1 This being done (fig. 183), it remains to find the centre of buoyancy corresponding to any possible water-line within the limits already specified. Take VS as such a line and, as in the case of the parabola, bisect that portion of it, fs, which forms a chord of the hyperbola. Join this middle point C to N the centre of the curve. Where the line CN intersects the curve is the centre of buoyancy for the position, and a line drawn therefrom at right angles to the water-line will cut the original vertical axis in the metacentre. Thus B and M are the centre of buoyancy and the metacentre respectively, for the water-line VS. The last phase of the problem is the same as the first. When the pontoon is immersed as with its axis JOX (fig. 184) vertical in the initial position, we have a similar set of conditions to those in which the axis QOK was initially vertical. To find the depth (DJ immersed, we have D^LD or Dj=-^D, 1 The method is shown in fig. 186.