Different linear transfer functions (TFs) models are compared to the traditional non-linear rating curve (RC) model in a novel event-based exploratory frame. This approach aims to scrutinize for alternative representations of the stormwater TSS load dynamics at the output of a 185-ha urban catchment, when not considering explicitly a virtual state of available pollutant mass accumulated during the dry weather and subsequently washed by rainfall (as a simplification of the widespread accumulation/wash-off model). The advantages of using TFs remain unproved compared to the RC model, which shows more performant results in terms of parsimony and simulation uncertainties with a dataset of 255 calibration and 110 verification online-monitored rai...
Stormwater is recognised as a large contributor of toxic substances to receiving waters. Different m...
An urban runoff model has been developed for the simulation of stormwater quantity and quality. The ...
One of the prime requisites for the efficient design of flow capacities of storm water sewerage syst...
Different linear transfer functions (TFs) models are compared to the traditional non-linear rating c...
The complex nature of pollutant accumulation and washoff, along with high temporal and spatial varia...
The StormTac Web model, representing a low-complexity conceptual model (LCCM), was applied to two ur...
The trend of catchment urbanisation not only changes the rainfall-runoff processes but also has sign...
International audiencePhysically-based urban stormwater quality modelling is helpful for increasing ...
Small urban catchments pose challenges in applying performance metrics when comparing measured and s...
International audienceModel calibration and validation is still challenging for applications of phys...
In the context of stormwater quality modelling, an in-depth understanding of underlying physical pro...
Stormwater quality modeling has arisen as a promising tool to develop mitigation strategies. The aim...
Small urban catchments pose challenges in applying performance metrics when comparing measured and s...
Due to differences in rainfall regimes and management practices, tropical urban catchments are expec...
Due to differences in rainfall regimes and management practices, tropical urban catchments are expec...
Stormwater is recognised as a large contributor of toxic substances to receiving waters. Different m...
An urban runoff model has been developed for the simulation of stormwater quantity and quality. The ...
One of the prime requisites for the efficient design of flow capacities of storm water sewerage syst...
Different linear transfer functions (TFs) models are compared to the traditional non-linear rating c...
The complex nature of pollutant accumulation and washoff, along with high temporal and spatial varia...
The StormTac Web model, representing a low-complexity conceptual model (LCCM), was applied to two ur...
The trend of catchment urbanisation not only changes the rainfall-runoff processes but also has sign...
International audiencePhysically-based urban stormwater quality modelling is helpful for increasing ...
Small urban catchments pose challenges in applying performance metrics when comparing measured and s...
International audienceModel calibration and validation is still challenging for applications of phys...
In the context of stormwater quality modelling, an in-depth understanding of underlying physical pro...
Stormwater quality modeling has arisen as a promising tool to develop mitigation strategies. The aim...
Small urban catchments pose challenges in applying performance metrics when comparing measured and s...
Due to differences in rainfall regimes and management practices, tropical urban catchments are expec...
Due to differences in rainfall regimes and management practices, tropical urban catchments are expec...
Stormwater is recognised as a large contributor of toxic substances to receiving waters. Different m...
An urban runoff model has been developed for the simulation of stormwater quantity and quality. The ...
One of the prime requisites for the efficient design of flow capacities of storm water sewerage syst...