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. 209 the water-line passes through quadrangular shape. The second phase of the problem, therefore, is to deal with values of A between C and C-D (fig. 182), where C is the full depth of the pon- toon and D the depth of im- mersion in the initial position. First, we must détermine the length of base-line on HN corresponding to any assigned value of A, say TS. Let 6 (fig. 182) be the length of the base required. Then, since the area of the triangle of immersion must equal the area of the rectangle RHNT, we have ^(D+ A)=LD; A+D P, from which point onward it resumes the or, we can find & geometrically thus:—In fig. 182 \ 'I produce NH to U, so that UH=HN. Join SU. \ 1 Through T draw TV parallel to SU, cutting NH in \ I V. Join SV. Then SV is the desired water-line, \ 1 and VN=6. \ 1 The proof of the construction is simple. The \ I triangles SVU and STU are equal, being on the \ I same base and between the same parallels. Deduct \ 1 the common portion SYU, and add to each, in place \ I of it, the trapezium VYTN. Then the triangle SVN \I is equal to the triangle UTN, which is also equal \I to the rectangle RHNT, being on double the base,\ between the same parallels.\ Reverting to the algebraical value of & = -?^-\ \I X A + D/ and taking x and y as the co-ordinates of the centre of gravity of the triangle SNV, referred to the same \ axes as before intersecting at B, then „,L l/2LD\ 2' s(a+d) L 3A-D 6’ A+D Fig 182. 14