Abstract

This study conducted experiments to investigate the impact of bottom obstacles, specifically broad-crest weir-type and cylindrical obstacles, on the flow within a sewer pipe. It was observed that these two types of obstacles, when possessing the same cross-sectional area and length, exhibited nearly equivalent hydraulic responses for both supercritical and subcritical flows. The obstacle height was found to be the primary factor responsible for choking and the transition between different flow regimes. The results of the one-dimensional analysis show that the threshold value of obstacle height depends on the approaching flow conditions, including the Froude number and the filling ratio that is defined as the flow depth to the pipe diameter. In the context of a partially blocked sewer, the relationships established by using the one-dimensional model between the size of the bottom obstacle and the inflow characteristics enable the identification of flow regimes, assessment of reduced hydraulic capacity, and evaluation of local energy loss. The findings of this study elucidate the hydraulic behavior of obstructed sewers, contributing to the development of more effective strategies for the identification of obstructions through monitoring data.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

This study was supported by the Natural Science Foundation of Zhejiang Province (LY21E090003). The study was also partially funded by the National Key R&D Program of China (2022YFC3203200) and the Key Research and Development Program of Zhejiang Province (2020C03082). The authors express their gratitude to the anonymous reviewers for their insightful comments and suggestions.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 150Issue 4July 2024

History

Received: Apr 13, 2023
Accepted: Jan 4, 2024
Published online: Mar 25, 2024
Published in print: Jul 1, 2024
Discussion open until: Aug 25, 2024

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Ph.D. Candidate, School of Civil and Environmental Engineering, Ningbo Univ., Ningbo, Zhejiang 315211, China; Assistant Professor, School of Civil Engineering and Architecture, Taizhou Univ., Taizhou, Zhejiang 318000, China. Email: [email protected]
Associate Professor, School of Civil and Environmental Engineering, Ningbo Univ., Ningbo, Zhejiang 315211, China (corresponding author). ORCID: https://orcid.org/0000-0001-9403-4508. Email: [email protected]
David Z. Zhu, M.ASCE [email protected]
Professor, School of Civil and Environmental Engineering, Ningbo Univ., Ningbo, Zhejiang 315211, China; Emeritus Professor, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 1H9. Email: [email protected]

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