Hydraulic Planning in Insular Urban Territories: The Case of Madeira Island—São João Stream, Funchal, Portugal
This study’s primary goal was to conduct an analysis regarding the flood susceptibility of the main watercourse of the São João (Funchal) drainage basin. In addition, if proven necessary, we also aimed to suggest mitigation measures, such as sizing a detention basin and promoting adjustments of the...
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MDPI AG
2023-05-01
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Online Access: | https://www.mdpi.com/2073-4441/15/11/2075 |
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author | Sérgio Lousada Raul Alves Mário Fernandes Leonardo Gonçalves |
author_facet | Sérgio Lousada Raul Alves Mário Fernandes Leonardo Gonçalves |
author_sort | Sérgio Lousada |
collection | DOAJ |
description | This study’s primary goal was to conduct an analysis regarding the flood susceptibility of the main watercourse of the São João (Funchal) drainage basin. In addition, if proven necessary, we also aimed to suggest mitigation measures, such as sizing a detention basin and promoting adjustments of the riverbed’s roughness coefficient. This study also resorted to geomorphological data—obtained during the watershed characterization process—that were then utilized in the SIG ArcGIS software, in order to estimate the expected peak flow rate, considering a return period of 100 years using the Gumbel distribution. Finally, the Manning–Strickler equation was utilized to determine the river discharge point’s drainage capacity; the reason for that was to verify whether its drainage capacity was sufficient to drain the entire volume of rainwater associated with an extreme flood event. In summary, the results obtained by this study indicate that the drainage capacity of the river discharge point of the São João watershed (Funchal) is insufficient when considering an extreme flood event, for a return period of 100 years. Hence, it became necessary to explore the two aforementioned mitigation measures: first, regarding the detention basin, its sizing was calculated through both the Dutch method and the simplified triangular hydrograph method; second, aiming to increase the drainage capacity of the river discharge point, it is suggested that the roughness coefficient should also be modified. |
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id | doaj.art-a256bfddb73d42079dfab1ed73508641 |
institution | Directory Open Access Journal |
issn | 2073-4441 |
language | English |
last_indexed | 2024-03-11T02:53:59Z |
publishDate | 2023-05-01 |
publisher | MDPI AG |
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series | Water |
spelling | doaj.art-a256bfddb73d42079dfab1ed735086412023-11-18T08:47:16ZengMDPI AGWater2073-44412023-05-011511207510.3390/w15112075Hydraulic Planning in Insular Urban Territories: The Case of Madeira Island—São João Stream, Funchal, PortugalSérgio Lousada0Raul Alves1Mário Fernandes2Leonardo Gonçalves3Department of Civil Engineering and Geology (DECG), Faculty of Exact Sciences and Engineering (FCEE), University of Madeira (UMa), 9000-082 Funchal, PortugalMachico City Council (CMM), Largo do Município Machico, 9200-099 Machico, PortugalDepartment of Civil Engineering and Geology (DECG), Faculty of Exact Sciences and Engineering (FCEE), University of Madeira (UMa), 9000-082 Funchal, PortugalDepartment of Civil Engineering and Geology (DECG), Faculty of Exact Sciences and Engineering (FCEE), University of Madeira (UMa), 9000-082 Funchal, PortugalThis study’s primary goal was to conduct an analysis regarding the flood susceptibility of the main watercourse of the São João (Funchal) drainage basin. In addition, if proven necessary, we also aimed to suggest mitigation measures, such as sizing a detention basin and promoting adjustments of the riverbed’s roughness coefficient. This study also resorted to geomorphological data—obtained during the watershed characterization process—that were then utilized in the SIG ArcGIS software, in order to estimate the expected peak flow rate, considering a return period of 100 years using the Gumbel distribution. Finally, the Manning–Strickler equation was utilized to determine the river discharge point’s drainage capacity; the reason for that was to verify whether its drainage capacity was sufficient to drain the entire volume of rainwater associated with an extreme flood event. In summary, the results obtained by this study indicate that the drainage capacity of the river discharge point of the São João watershed (Funchal) is insufficient when considering an extreme flood event, for a return period of 100 years. Hence, it became necessary to explore the two aforementioned mitigation measures: first, regarding the detention basin, its sizing was calculated through both the Dutch method and the simplified triangular hydrograph method; second, aiming to increase the drainage capacity of the river discharge point, it is suggested that the roughness coefficient should also be modified.https://www.mdpi.com/2073-4441/15/11/2075hydraulicshydrologyinsular territoriesspatial analysisterritorial managementurban planning |
spellingShingle | Sérgio Lousada Raul Alves Mário Fernandes Leonardo Gonçalves Hydraulic Planning in Insular Urban Territories: The Case of Madeira Island—São João Stream, Funchal, Portugal Water hydraulics hydrology insular territories spatial analysis territorial management urban planning |
title | Hydraulic Planning in Insular Urban Territories: The Case of Madeira Island—São João Stream, Funchal, Portugal |
title_full | Hydraulic Planning in Insular Urban Territories: The Case of Madeira Island—São João Stream, Funchal, Portugal |
title_fullStr | Hydraulic Planning in Insular Urban Territories: The Case of Madeira Island—São João Stream, Funchal, Portugal |
title_full_unstemmed | Hydraulic Planning in Insular Urban Territories: The Case of Madeira Island—São João Stream, Funchal, Portugal |
title_short | Hydraulic Planning in Insular Urban Territories: The Case of Madeira Island—São João Stream, Funchal, Portugal |
title_sort | hydraulic planning in insular urban territories the case of madeira island sao joao stream funchal portugal |
topic | hydraulics hydrology insular territories spatial analysis territorial management urban planning |
url | https://www.mdpi.com/2073-4441/15/11/2075 |
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