%0 Journal Article
%9 ACL : Articles dans des revues avec comité de lecture répertoriées par l'AERES
%A Thuong, Q. T.
%A Nguyen, P. D.
%A Néméry, J.
%A Tran, N. H.
%A Le, T. M. T.
%A Gratiot, Nicolas
%A Descloitres, Marc
%A Nivala, J.
%A Nguyen, T. A.
%A Tran, T. L.
%A Castebrunet, H.
%A Violeta Alexandra Montoya, Coronado
%T Application of the TONIC model to assess the effectiveness of green roofs for a combined sewer network in Thu Duc City
%D 2025
%L fdi:010093621
%G ENG
%J Journal of Water Management Modeling
%@ 2292-6062
%K VIET NAM ; HO CHI MINH VILLE ; THU DUC VILLE
%M ISI:001498232800001
%P 550 [18 ]
%R 10.14796/jwmm.S550
%U https://www.documentation.ird.fr/hor/fdi:010093621
%> https://horizon.documentation.ird.fr/exl-doc/pleins_textes/2025-07/010093621.pdf
%V 33
%W Horizon (IRD)
%X Urban flooding in cities in Vietnam presents a complex challenge from natural occurrences and human activities. This research investigates the effectiveness of nature-based solutions (NbS) in fostering sustainable urban water management. The study utilized the TONIC model (Tools fOr greeN resilient Cities) to evaluate spill events within the combined sewer system of a drainage catchment in Thu Duc City, Ho Chi Minh City, Vietnam. The occurrence and magnitude of spills will likely escalate with the expansion of non-absorbent surfaces, indicating a pattern of unsustainable urban growth. The implementation of Green Roofs (GR) as an NbS measure was examined. In 2020, there were 16 days with stormwater spills totaling 3,035 m3. However, introducing GRs significantly decreased total discharge, from 2.78 million m3 to 2.17 million m3, and eliminated spill days in the study area. GRs effectively reduced impermeable areas and runoff coefficients (RC), achieving a 22% reduction in discharge volume and preventing spills during heavy rainfall. Although the real-world accuracy of these findings may vary, the study underscores the potential of NbS to improve urban water management practices. Thus, the TONIC simulation highlighted the benefits of GRs in lessening the hydraulic pressure on the sewer system and reducing pollution in urban canals due to overflow.
%$ 062 ; 102 ; 020