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An Encyclopaedia of civil engineering : historical, theoretical and practical : illustrated by upwards of three thousend engravings on wood by R. Branston / by E. Cresy
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Chap. XXV.

ON STONE BRIDGES.

1511

The fourth experiment, fig. 2755., was made on a starling, the base of which was anequilateral triangle; the same effects were remarked as in the two first, but they were notso evident; the height of the eddy was not so much, and the lateral currents divergedless; the fall, although less, still subsisted at the shoulder; the small letters on the severaldiagrams show the situation where the sections below were taken.

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Fig. 2756.

Fig. 2755. STARLING OF AN EQUILATERAL TRIANGLE.

ARCS OF A CIRCLE.

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BISSSlI

The two sides of the base of the starling were formed in the fifth experiment, fig. 2756.,by two arcs of a circle equal to a sixth of the circumference, described on the sides of anequilateral triangle; no cataract was formed at the shoulder: along the faces of the pierthe current took an inclination which extended below bridge ; there was produced on eachside, as in the semicircular starling, a second current, which did not commence so soon, norrise at first to so great a height, but which was as considerable on leaving the arch; theeddy did not rise quite so much, but the water equally fell in a sheet.

In the sixth experiment, fig. 2757., the form of the pier was that of an ellipsis, thesmall diameter of which was the fourth of the large one ; the water rose much less beforethe pier than in the preceding experiments, and the lateral currents had a uniforminclination along its faces ; the second current was relatively more considerable, and evenbecame higher than the first, with which it was confounded on leaving the arch : both ex-tended to a less width.

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Fig. 2757, ELLIPTICAL PIER. Fig , 2758. CONCAVE termination.

The seventh experiment, fig. 2758. was made on a pier, the base of the starling of whichwas a concave mixtilincar triangle. Starlings of this form are not generally applied to piers,

5 d 4 *