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1 The Birth of Science - MSRI

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104 4. Scientific Technology<br />

about modern lighthouses. It is enough to know that a part <strong>of</strong> the ancient<br />

theory <strong>of</strong> conic sections, comprising the focal property <strong>of</strong> parabolas, was<br />

recovered in the first half <strong>of</strong> the seventeenth century (chiefly by Bonaventura<br />

Cavalieri 85 ), and to make allowances for the time needed to overcome<br />

the technical problems attending the practical construction <strong>of</strong> lighthouses.<br />

4.6 Hydraulic and Pneumatic Engineering<br />

In the area <strong>of</strong> water engineering, the full extent <strong>of</strong> the practical relevance<br />

<strong>of</strong> Hellenistic scientific knowledge can hardly be overlooked. 86 Hellenistic<br />

aqueducts are remarkably well-documented by archeology. Remnants <strong>of</strong><br />

water supply systems have been found at several sites, although many<br />

technical features are not yet well understood and in some cases even a<br />

Hellenistic dating has been challenged.<br />

One <strong>of</strong> the main characteristics <strong>of</strong> Hellenistic aqueducts is the frequent<br />

use <strong>of</strong> pressure pipes, which overcame depressions <strong>of</strong> the terrain thanks to<br />

the principle <strong>of</strong> the inverted syphon (such pressure pipes are simply called<br />

“syphons” in the archeological literature). For a while the use <strong>of</strong> syphons<br />

was denied or regarded as exceptional, but they occur in at least seven<br />

<strong>of</strong> the nine aqueducts known for sure to be Hellenistic. 87 <strong>The</strong> relationship page 144<br />

between the idea <strong>of</strong> the inverted syphon and the science <strong>of</strong> hydrostatics is<br />

obvious. <strong>The</strong> most remarkable syphon was at Pergamum; it pushed water<br />

uphill to a height <strong>of</strong> perhaps 190 meters from the deepest point, and the<br />

pressure at the bottom must have been almost 20 atmospheres. 88 It should<br />

be noted that we only know the technological level <strong>of</strong> these waterworks<br />

because <strong>of</strong> twentieth-century archeological finds.<br />

85<br />

In Lo specchio ustorio overo trattato delle settioni coniche. . . , Bologna, 1632. Chapter 32 is titled<br />

“How the aforementioned mirrors [the burning mirrors <strong>of</strong> Archimedes] can be used to shine a<br />

light beam far away at night.”<br />

86<br />

For information on ancient hydraulic engineering, see [Bonnin], [Tölle-Kastenbein], [Hodge:<br />

RAWS], [Wikander: HAWT].<br />

87<br />

[Lewis: HP], p. 646. A much longer list <strong>of</strong> Hellenistic aqueducts with syphons can be found in<br />

[Hodge: A], p. 43, but for some <strong>of</strong> them a Roman dating has been proposed.<br />

88<br />

See [Garbrecht]. Hellenistic engineers did not have pressure gauges and so could not measure<br />

the pressure at the bottom. But by the principle <strong>of</strong> Archimedes (note 65 on page 70), they could<br />

certainly calculate the pressure in the static case: if a U-shaped tube is full <strong>of</strong> water and in equilibrium,<br />

the pressure at the bottom is that <strong>of</strong> a column <strong>of</strong> water as tall as the difference in height<br />

between the bottom and the highest water level (which is the same on both sides because <strong>of</strong> the<br />

principle <strong>of</strong> communicating vessels). In an inverted syphon the downhill leg starts higher than the<br />

uphill leg ends and the pressure at the bottom corresponds to a height somewhere in between, as<br />

can be seen from considerations that could hardly have escaped a reader <strong>of</strong> Archimedes. Thus the<br />

engineers <strong>of</strong> the time could bracket the pressure within an upper and a lower bound, which in the<br />

case <strong>of</strong> Pergamum would differ by about 15%.<br />

Revision: 1.14 Date: 2002/10/24 04:25:47

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