Dynamics of the water infiltration process in permeable pavement using in situ experimentation and numerical simulation with hydrus-2D DOI Creative Commons
Ialy Rayane de Aguiar Costa, Severino Martins dos Santos Neto, Antônio Celso Dantas Antonino

et al.

RBRH, Journal Year: 2024, Volume and Issue: 29

Published: Jan. 1, 2024

ABSTRACT This work presents a two-dimensional simulation of infiltration dynamics in real permeable pavement (PP) structure the city Recife, representing more realistically geometry bulb and water redistribution processes PP. Sixteen tests were carried out on PP using Beerkan method. The hydrodynamic parameters surface determined by applying inverse method to data. Simulations transfer with Hydrus-2D properties corresponding highest lowest saturated hydraulic conductivity observed surface. Satisfactory characteristics showed good adjustment capacity accumulated curves estimation properties. demonstrated that process subgrade depend coating.

Language: Английский

Connecting blue-green infrastructure elements to reduce combined sewer overflows DOI Creative Commons
Giovan Battista Cavadini, Mayra Rodríguez, Lauren M. Cook

et al.

Journal of Environmental Management, Journal Year: 2024, Volume and Issue: 365, P. 121465 - 121465

Published: June 19, 2024

By infiltrating and retaining stormwater, Blue-Green Infrastructure (BGI) can help to reduce Combined Sewer Overflows (CSOs), one of the main causes urban water pollution. Several studies have evaluated ability individual BGI types CSOs; however, effect combining these elements, likely occur in reality, has not yet been thoroughly evaluated. Moreover, CSO volume reduction potential relevant components drainage system, such as detention ponds, quantified using hydrological models. This study presents a systematic way assess combinations mitigate discharge catchment near Zurich (Switzerland). Sixty combinations, including four elements (bioretention cells, permeable pavement, green roofs, ponds) different implementation rates (25%, 50%, 75%, 100% available sewer area) are for runoff routing schemes. Results reveal that provide substantial reductions; ponds potentially increase frequency, due prolongation. When from upstream areas is routed BGI, reductions differ cumulative achieved by types, indicating sum effects cannot accurately predict combined scenarios. larger consistently more cost-effective than small areas, since additional does outweigh costs. The best-performing combination depends on desired objective, being reduction, frequency or cost-effectiveness. emphasizes importance mitigation plans, highlighting their critical factors-BGI area, routing- offering novel approach develop tailored strategies catchments facing challenges.

Language: Английский

Citations

8

Can blue–green infrastructure counteract the effects of climate change on combined sewer overflows? Study of a swiss catchment DOI Creative Commons
Giovan Battista Cavadini, Mayra Rodríguez,

Trang Nguyen

et al.

Environmental Research Letters, Journal Year: 2024, Volume and Issue: 19(9), P. 094025 - 094025

Published: July 17, 2024

Abstract Combined sewer overflows (CSOs), the discharge of untreated sewage mixed with stormwater into surface waters, are expected to increase under climate change as a result more extreme rainfall. Blue–green infrastructure (BGI), such bioretention cells and porous pavements, can help reduce amount entering combined systems, thus reducing CSO discharge. However, our understanding potential for BGI mitigate CSOs in future is still lacking, performance typically evaluated individual elements fixed implementation areas historical conditions or limited scenarios. In response, this study investigates 30 combinations rates prevent increases range scenarios an urban catchment near Zurich, Switzerland. Median total annual rainfall, projected by much 46%, could double median volume frequency up 52%. Four that include show most promise climate; given diverse responses distinct rainfall patterns, their enhance reduction across varying patterns. also likely become cost-effective climatic led larger reductions obtained through BGI. there trade-off between robustness cost-effectiveness, since capacity scales rate but cost-effectiveness declines. Our illustrates effectiveness various climate, calling be considered drainage adaptation.

Language: Английский

Citations

6

Unraveling the synergistic mechanisms of coagulation combined with oxidation for the treatment of sewer overflow: The interaction between iron species and NaClO DOI
Qian Guo, Zuxin Xu, Wenhai Chu

et al.

Journal of Hazardous Materials, Journal Year: 2024, Volume and Issue: 480, P. 135871 - 135871

Published: Sept. 17, 2024

Language: Английский

Citations

4

Exploring the degradation of ofloxacin in sewer overflows by Fe(Ⅵ)/PMS, Fe(Ⅵ)/PDS, and Fe(Ⅵ)/SPC: Overlooked synergistic effect of oxidation and in-situ coagulation DOI
Qian Guo, Zuxin Xu, Wenhai Chu

et al.

Journal of Hazardous Materials, Journal Year: 2025, Volume and Issue: 488, P. 137333 - 137333

Published: Jan. 22, 2025

Language: Английский

Citations

0

Integrating material flow analysis into hydrological model for water environment management of large-scale urban-rural mixed catchment DOI

Qimeng Jia,

Haifeng Jia,

Mingzhuang Sun

et al.

The Science of The Total Environment, Journal Year: 2024, Volume and Issue: 955, P. 177251 - 177251

Published: Nov. 2, 2024

Language: Английский

Citations

2

The impact of blue-green infrastructure on trace contaminants: A catchment-wide assessment DOI Creative Commons

Marisa Poggioli,

Giovan Battista Cavadini, Zhaozhi Zheng

et al.

Water Research X, Journal Year: 2024, Volume and Issue: 25, P. 100261 - 100261

Published: Sept. 27, 2024

Language: Английский

Citations

0

Dynamics of the water infiltration process in permeable pavement using in situ experimentation and numerical simulation with hydrus-2D DOI Creative Commons
Ialy Rayane de Aguiar Costa, Severino Martins dos Santos Neto, Antônio Celso Dantas Antonino

et al.

RBRH, Journal Year: 2024, Volume and Issue: 29

Published: Jan. 1, 2024

ABSTRACT This work presents a two-dimensional simulation of infiltration dynamics in real permeable pavement (PP) structure the city Recife, representing more realistically geometry bulb and water redistribution processes PP. Sixteen tests were carried out on PP using Beerkan method. The hydrodynamic parameters surface determined by applying inverse method to data. Simulations transfer with Hydrus-2D properties corresponding highest lowest saturated hydraulic conductivity observed surface. Satisfactory characteristics showed good adjustment capacity accumulated curves estimation properties. demonstrated that process subgrade depend coating.

Language: Английский

Citations

0