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Parameterizing V-notch Weir Equations for Flow Monitoring in a Drainage Control Structure
Published on: April 25, 2025
Assimilating flow and level data into an urban drainage surrogate model for forecasting flows and overflows
Nadia S V Lund1, Henrik Madsen2, Maurizio Mazzoleni3
1Department of Environmental Engineering (DTU Environment), Technical University of Denmark, Bygningstorvet, Building 115, 2800 Kgs. Lyngby, Denmark.
Accurate forecasting of urban drainage system flows and overflows is vital for real-time control. A reservoir-based surrogate model, updated with the Ensemble Kalman filter using water level data, improved flow forecasts up to 2 hours ahead.
Area of Science:
- Urban hydrology and water resource management
- Computational hydraulics and modeling
- Real-time control systems for infrastructure
Background:
- Effective real-time control and warning systems for urban drainage require accurate flow and overflow forecasting.
- Detailed 1D hydrodynamic models are often computationally infeasible for real-time applications, necessitating the use of surrogate models.
- Historical time series data, common in rural hydrology, are typically unavailable for dynamic urban drainage systems.
Purpose of the Study:
- To develop and validate a fast, reservoir-based surrogate forecast model for urban drainage systems.
- To investigate the effectiveness of updating the surrogate model using observational data for improved forecast accuracy.
- To assess the impact of different data assimilation strategies (water level vs. flow) on forecast performance.
Main Methods:
- Construction of a reservoir-based surrogate forecast model from a 1D hydrodynamic urban drainage model.
- Implementation of the Ensemble Kalman filter for updating the surrogate model's internal states with observational data.
- Assimilation of water level or flow observations, directly or indirectly via rating curves, into the model.
Main Results:
- Model updating significantly improved flow and overflow forecasts up to 2 hours in advance.
- Assimilation of water level observations yielded superior flow forecasts compared to using flow data.
- Water level-based updating demonstrated robustness, being insensitive to noise formulation, making it suitable for operational use.
Conclusions:
- A reservoir-based surrogate model, updated via the Ensemble Kalman filter, provides a viable alternative to traditional hydrodynamic models for urban drainage forecasting.
- Water level data assimilation is a more effective strategy for improving flow forecasts in urban drainage systems than flow data assimilation.
- The proposed model updating method is robust and suitable for operational real-time applications in urban drainage management.
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