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research-article | 30-November-2018

TECHNICAL CONDITIONS OF THE UNIQUE STRUCTURE OF INVERTED SIPHON – HISTORY & PRESENT

War II, then rebuilt in 1949 and finally modernized. Figure 1. The view of the inverted siphon under the subway at 110th Street in NY [3] However, if the water surface level difference between the canal and the river is too small (i.e. when the river does not have enough space under the canal bed), the abovementioned solution is impossible to implement. The only possibility in such situation is an inverted siphon, which allows for leading one watercourse under the bottom of the other. A similar

Jacek HULIMKA, Marta KAŁUŻA

Architecture, Civil Engineering, Environment, Volume 12 , ISSUE 3, 93–104

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