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Journals
Architecture, Civil Engineering, Environment
Volume 12 (2019): Issue 3 (September 2019)
Open Access
TECHNICAL CONDITIONS OF THE UNIQUE STRUCTURE OF INVERTED SIPHON – HISTORY & PRESENT
Jacek HULIMKA
Jacek HULIMKA
and
Marta KAŁUŻA
Marta KAŁUŻA
| Oct 18, 2019
Architecture, Civil Engineering, Environment
Volume 12 (2019): Issue 3 (September 2019)
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Article Category:
research-article
Published Online:
Oct 18, 2019
Page range:
93 - 104
Received:
Jul 03, 2018
Accepted:
Jul 22, 2019
DOI:
https://doi.org/10.21307/acee-2019-039
Keywords
Inverted siphon
,
Watercourse crossing
,
Structural damage
,
Concrete
,
Corrosion
,
Long-term utilization
© 2019 Jacek HULIMKA et al., published by Sciendo
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.
Figure 1.
The view of the inverted siphon under the subway at 110th Street in NY [3]
Figure 2.
Layout of inverted siphon [9]: a) inclined, b) shaft. 1 – inlet, 2 – operating bridge, 3 – conduit pipe, 4 – outlet, 5 – shaft, 6 – horizontal conduit pipe
Figure 3.
The cross-section of the crossing and the location of the Klodnica River [16]
Figure 4.
The view and cross-section of the Klodnica siphon
Figure 5.
Visualisation of the siphon from the east side (inlet)
Figure 6.
The general view of the siphon from the south side (outlet)
Figure 7.
Damaged inlet of the duct with corroded reinforcement
Figure 8.
The expansion joint with no leak of water above
Figure 9.
Destroyed surface of the concrete
Figure 10.
Destroyed surface of the concrete with the streaks of acid calcium carbonate
Figure 11.
Strong corrosion of the steel sheet piles (inlet side)
Figure 12.
Bad condition of the steel sheet piles (outlet side)