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Therefore, the main objective of this study is to develop a numerical model for the sewerage network of the central catchment area of Algiers since it has experienced frequent overflows during the winter season. For this purpose, to model the sewerage networks, the model was built by coupling ArcGIS with MIKE URBAN. Its calibration and validation were performed using real-time measurements with a time step of 15 min. The model was evaluated by several statistical indicators, such as the coefficient of determination (R2), Nash\u2013Sutcliffe efficiency (NSE), root mean square error (RMSE), and percent bias (PBIAS). The model results showed acceptable model performance, with an NSE superior to 0.50, R2 of approximately 0.63, RMSE of 7%, and PBIAS of 10% during the validation of the model. The performance parameters prove the reliability of the developed model. The employed model can be applied in other regions and could be helpful for policymakers and managers to improve flood mitigation measures based on the model prediction of the sewerage network.<\/jats:p>","DOI":"10.2166\/wst.2023.277","type":"journal-article","created":{"date-parts":[[2023,9,11]],"date-time":"2023-09-11T10:34:44Z","timestamp":1694428484000},"page":"1635-1656","update-policy":"https:\/\/doi.org\/10.2166\/iwapcrossmarkpolicypage","source":"Crossref","is-referenced-by-count":15,"title":["Urban flood numerical modeling and hydraulic performance of a drainage network: A case study in Algiers, Algeria"],"prefix":"10.2166","volume":"88","author":[{"given":"El khansa","family":"Lameche","sequence":"first","affiliation":[{"name":"a Faculty of Science and Technology, Department of Hydraulics, Larbi Ben M'hidi University, Oum El Bouaghi, Algeria"}],"role":[{"vocabulary":"crossref","role":"author"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-8260-0397","authenticated-orcid":false,"given":"Hamouda","family":"Boutaghane","sequence":"additional","affiliation":[{"name":"b Soils and Hydraulic Laboratory, Badji Mokhtar \u2013 Annaba University, P.O. 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