Account of the Skerryvore lighthouse : $b with notes on the illumination of lighthousesStevenson, Alan
History
Account of the Skerryvore lighthouse : $b with notes on the illumination of lighthouses
Stevenson, Alan
Skerryvore Lighthouse (Hebrides, Scotland)
The block, for our present purposes, may be regarded as
_monolithic_, either being really so or as a mass composed of parts
so united by joggles, treenails and mortar, as to be free from any
tendency to disintegration by the force of the waves; and in this case
the stability of the cylinder will depend upon the amount of friction
opposing the pressure of the waves which tends to produce a sliding
movement. It appears, by some experiments of M. Rondelet,[10] that the
friction of a block of stone sliding on a chiselled floor of rock is
equal to ⁷⁄₁₀ths of its own weight; and we should thus obtain in the
present instance 168 tons, as the amount of friction tending to resist
the pressure of the waves, which would therefore exert a power superior
to that resistance by 74 tons.[11] But this excess of force would be
easily neutralized by the adhesion of the mortar and the abutment of
the block against the sides of the foundation pit into which Lighthouse
Towers in such exposed places are generally sunk in the solid rock.
When, in addition to these considerations, we learn that the solid
frustum, or lower part of the Eddystone Tower, which has weathered so
many storms for the last ninety years, does not greatly exceed in mass
the imaginary cylindric block which I have spoken of, our confidence in
the stability of the cylinder is greatly increased. Our belief receives
a still farther confirmation from the fact, that the strongest instance
recorded of the power of the waves, falls considerably short of the
case which we have just imagined. The instance alluded to is given
in Mr Lyell’s Geology, on the authority of the Reverend George Low,
of Fetlar, in Zetland, who mentions, that a block, whose dimensions
seem to give us reason to estimate its weight at nearly 300 tons (or
about _one-fifth_ less than that of the cylinder), was moved over a
point, and thrown into the sea; and it must be remembered, that the
form of this block, which was only 5 feet thick and about 40 feet long,
rendered it very susceptible of a sliding motion, and must have greatly
aided its transport. We may therefore not unreasonably conclude, that,
in designing such a tower, it is safe to assume a mass which our own
judgment and recorded facts seem to concur in pronouncing beyond the
power of the greatest waves, as fixing the _lowest_ limit to which the
contents of the proposed edifice may be reduced.
[8] This reduction seems to be warranted by the results of some
experiments of Bossut.
[9] This is the product of 240 tons, by the ratio of 2·5.
[10] L’art de bâtir.
[11] The number 168 is ⁷⁄₁₀ths of 240, which is the weight of the
cylinder, reduced by the weight of an equal bulk of salt water; and
74 is the excess of 242 tons, the pressure of the waves, above 168,
the amount of friction.
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Public-domain text, read in full here on John Shaqi.
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