A dynamic one-dimensional model for simulating unsteady air–water stratified flow in sewer pipes

Abstract

Ventilation is paramount in sanitary and stormwater sewer systems to mitigate odor problems and avert pressure surges. Existing numerical models have constraints in practical applications in actual sewer systems due to insufficient airflow modeling or suitability only for steady-state conditions. This research endeavors to formulate a mathematical model capable of accurately simulating various operational conditions of sewer systems under the natural ventilation condition. The dynamic water flow is modeled using a shock-capturing MacCormack scheme. The dynamic airflow model amalgamates energy and momentum equations, circumventing laborious pressure iteration computations. This model utilizes friction coefficients at interfaces to enhance the description of the momentum exchange in the airflow and provide a logical explanation for air pressure. A systematic analysis indicates that this model can be easily adapted to include complex boundary conditions, facilitating its use for modeling airflow in real sewer networks. Furthermore, this research uncovers a direct correlation between the air-to-water flow rate ratio and the filling ratio under natural ventilation conditions, and an empirical formula encapsulating this relationship is derived. This finding offers insights for practical engineering applications. HIGHLIGHTS The non-steady conditions were considered.; Existing models were improved to address the instability issue in coupled water and air calculations.; The relationship between the airflow and the water level under non-steady conditions was investigated.; The validation of the established model was conducted, demonstrating its effectiveness and feasibility.; Factors influencing the airflow were analyzed.;

Keywords

• air–water stratified flow
• dynamic model
• sewer ventilation
• tvd maccormack
• unsteady flow