Classification and description of the drainage state of manholes in urban drainage systems

Abstract

Manholes are important structures in urban storm drainage systems connecting roads and underground drainage networks, and they are also an important part of the research on improving urban resistance to storm flooding. Due to cost and space constraints, most of the existing experimental data on manholes come from scale model experiments obtained by scaling according to Froude's similarity criterion, and there is a lack of validation based on full-size experimental data. This also leads to inconsistencies in the form and parameter values of the manhole flow exchange equations derived from different experiments. To remedy this deficiency, a full-scale urban drainage engineering physics model was developed in this study with the aim of investigating the flow exchange of surface water as it flows through manholes into the sewer system. Experiments were conducted under steady flow conditions and compared with predictions from the existing models. The results show that the predictions of the existing model deviate significantly from the measured values when the flow is between free weir flow and submerged orifice flow. Therefore, we constructed a weighting equation based on weir and orifice flows and found that the weighting coefficients decayed exponentially during the transition from weir to orifice flow. HIGHLIGHTS A full-scale physical model of urban drainage was developed in the vicinity of the manholes.; A weighted equation based on a combination of free weir and submerged orifice equations is proposed to represent the experimentally measured rate of flow exchange through a manhole as surface water flow enters the sewer system.; The coefficients in the equation develop exponentially with the flow regime.;

Keywords

• manhole
• urban flood
• weir flow – orifice discharge transition process