Experimental Study on the Hydraulic Impact of Discrete Top Blockages in Gravity Sewers
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Sim, Joshua
Rousso, Benny Zuse
Chua, Lloyd HC
Thomas, Michael
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Ferrara, Italy
Abstract
The current study presents experimental results on how discrete top blockages alter the upstream flow depth in a gravity sewer. A full-scale experimental circular open-channel system (DN150, 30 m length) was constructed to simulate a gravity sewer. Discrete top blockages with various heights (80, 90, 100 mm) were tested with various flow rates and channel slopes. For various scenarios, the flow depths just upstream of the blockage were measured and analysed to reveal the impact of the blockages. The measured flow depths consistently exceeded those predicted by a reference formula from the literature, underscoring the difficulty in developing generalisable models.
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Engineering Proceedings
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The 3rd International Joint Conference on Water Distribution Systems Analysis & Computing and Control for the Water Industry (WDSA/CCWI 2024)
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69
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1
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© 2024 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).
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Gong, J; Sim, J; Rousso, BZ; Chua, LHC; Thomas, M, Experimental Study on the Hydraulic Impact of Discrete Top Blockages in Gravity Sewers, Engineering Proceedings, 2024, 69 (1), pp. 87