The US Environmental Protection Agency’s storm water management model SWMM 5·1 is widely used to simulate urban drainage processes both for qualitative and quantitative analysis. In the present work, SWMM 5·1 was applied to the Fossolo urban sub-catchment in Bologna, Italy, and the geographic information system ArcGIS was adopted to reproduce the spatial distribution of rainfall. An innovative and original optimisation procedure was developed, coupling the jazz-music-based harmony search evolutionary algorithm with SWMM 5·1 for the estimation of runoff parameters. Seven historical storm events were taken into account for model calibration and validation. A careful sensitivity analysis highlighted the effectiveness of the calibrated pa...
Calibration of urban drainage models is typically performed based on a limited number of observed ra...
International audienceNowadays, high resolution geographical data are widely available for research ...
Constructing hydrological models for large urban areas is time consuming and laborious due to the re...
The US Environmental Protection Agency’s storm water management model SWMM 5·1 is widely used to sim...
The US Environmental Protection Agency’s storm water management model SWMM 5·1 is widely used to sim...
An integrated Visual Basic Application interface is described that allows for sensitivity analysis, ...
An integrated Visual Basic Application interface is described that allows for sensitivity analysis, ...
An integrated Visual Basic Application interface is described that allows for sensitivity analysis, ...
This is the final version. Available from the American Geophysical Union via the DOI in this recordD...
This paper presents a comparative analysis of two hydrological models in the Storm Water Management ...
This paper presents a comparative analysis of two hydrological models in the Storm Water Management ...
Conceptual urban runoff (CUR) models are commonly used in the Planning and design of urban drainage ...
Urban drainage models (UDMs) are often used to manage urban flooding. However, these models generall...
Calibration of urban drainage models is typically performed based on a limited number of observed ra...
Calibration of urban drainage models is typically performed based on a limited number of observed ra...
Calibration of urban drainage models is typically performed based on a limited number of observed ra...
International audienceNowadays, high resolution geographical data are widely available for research ...
Constructing hydrological models for large urban areas is time consuming and laborious due to the re...
The US Environmental Protection Agency’s storm water management model SWMM 5·1 is widely used to sim...
The US Environmental Protection Agency’s storm water management model SWMM 5·1 is widely used to sim...
An integrated Visual Basic Application interface is described that allows for sensitivity analysis, ...
An integrated Visual Basic Application interface is described that allows for sensitivity analysis, ...
An integrated Visual Basic Application interface is described that allows for sensitivity analysis, ...
This is the final version. Available from the American Geophysical Union via the DOI in this recordD...
This paper presents a comparative analysis of two hydrological models in the Storm Water Management ...
This paper presents a comparative analysis of two hydrological models in the Storm Water Management ...
Conceptual urban runoff (CUR) models are commonly used in the Planning and design of urban drainage ...
Urban drainage models (UDMs) are often used to manage urban flooding. However, these models generall...
Calibration of urban drainage models is typically performed based on a limited number of observed ra...
Calibration of urban drainage models is typically performed based on a limited number of observed ra...
Calibration of urban drainage models is typically performed based on a limited number of observed ra...
International audienceNowadays, high resolution geographical data are widely available for research ...
Constructing hydrological models for large urban areas is time consuming and laborious due to the re...