Numerical Simulations on Dropshafts with Air Circulation Pipes in Drainage Networks

Dropshafts are widely employed in urban drainage systems to convey wastewater from higher to lower elevations. To mitigate odor and corrosion issues, air circulation pipes have been installed in certain drainage networks, such as those in Edmonton, Canada. This study used validated numerical models to assess the performance of these pipes under varying inlet flow conditions. At a low inlet velocity (0.2 m/s), the pipes reduced downstream manhole air velocities by up to 43%, demonstrating significant effectiveness. However, at higher velocities (1.0 m/s), the reduction became less pronounced and even negative at specific locations. A similar trend was observed at the system level, where the air mass inflow reduction rate decreased from 38% to −17% with increasing inlet velocity. These findings highlight a velocity-dependent interaction between sewage flow and ventilation behavior, offering practical insights for the design and optimization of air circulation systems in urban drainage networks.

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Publication Details

Journal
Journal of Environmental Engineering
Published
2025-11-06
DOI
https://doi.org/10.1061/joeedu.eeeng-8366
Primary Topic
Urban Stormwater Management Solutions
Type
article
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article

Numerical Simulations on Dropshafts with Air Circulation Pipes in Drainage Networks

Shuai Guo, Jingwen Deng, Yuqian Zhang, Wenming Zhang et al.
Journal of Environmental Engineering
Urban Stormwater Management Solutions
article

Numerical Simulations on Dropshafts with Air Circulation Pipes in Drainage Networks

Shuai Guo, Jingwen Deng, Yuqian Zhang, Wenming Zhang, Zhiqiang Yang
article en

Abstract

Dropshafts are widely employed in urban drainage systems to convey wastewater from higher to lower elevations. To mitigate odor and corrosion issues, air circulation pipes have been installed in certain drainage networks, such as those in Edmonton, Canada. This study used validated numerical models to assess the performance of these pipes under varying inlet flow conditions. At a low inlet velocity (0.2 m/s), the pipes reduced downstream manhole air velocities by up to 43%, demonstrating significant effectiveness. However, at higher velocities (1.0 m/s), the reduction became less pronounced and even negative at specific locations. A similar trend was observed at the system level, where the air mass inflow reduction rate decreased from 38% to −17% with increasing inlet velocity. These findings highlight a velocity-dependent interaction between sewage flow and ventilation behavior, offering practical insights for the design and optimization of air circulation systems in urban drainage networks.

Journal of Environmental EngineeringVol. 152(1)
University of Alberta (CA), Hefei University of Technology (CN), Yunnan Agricultural University (CN)
Openalex Percentile: Top 69%
Urban Stormwater Management Solutions
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Numerical Simulations on Dropshafts with Air Circulation Pipes in Drainage Networks — Shuai Guo, Jingwen Deng, et al. · Journal of Environmental Engineering (2025) | TGRS Research Map | TGRS