Structural and hydrological design of permeable concrete pavements

Kia, Alalea; Delens, Jasmine M.; Wong, H.S.; Cheeseman, Christopher

doi:10.1016/j.cscm.2021.e00564

Cited by 22 publications

(12 citation statements)

References 12 publications

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“…For example, green infrastructure (e.g., green roof, sunken green space, permeable pavement) widely discussed in recent years can alleviate urban flooding by maintaining water balance, and it is considered to be one of the most effective ways to improve the urban ecological environment (Lee et al, 2021;Chen et al, 2021;Li et al, 2020). The porous pavement is a typical measure to control rainfall and flood resources by reducing the impermeable proportion of a city to regulate runoff (Kia et al, 2021;Hu et al, Fig. 7.…”

Section: Strategies To Improve Urban Resiliencementioning

confidence: 99%

A disaster-damage-based framework for assessing urban resilience to intense rainfall-induced flooding

Zhang¹,

Mao²,

Gong³

et al. 2023

Urban Climate

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Section: Strategies To Improve Urban Resiliencementioning

confidence: 99%

A disaster-damage-based framework for assessing urban resilience to intense rainfall-induced flooding

Zhang¹,

Mao²,

Gong³

et al. 2023

Urban Climate

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“…The hydrologic design of undrained permeable pavement (type A) aims at optimizing the depths of the different layers of the pavements to eliminate or minimize the occurrence of surface runoff (Jabonero et al 2018;Kia et al 2021). Indeed, surface runoff in urban catchments is highly undesirable due to the associated negative impact of floods.…”

Section: The Hydrologic Design Of Undrained Permeable Pavementmentioning

confidence: 99%

“…and climatic forcing (i.e. precipitation) (Weiss et al 2019;Kia et al 2021). The common approach for the hydrologic design of PP relies on synthetic design rainfall hyetographs, such as the Chicago hyetograph method (Keifer & Chu 1957).…”

Section: Introductionmentioning

confidence: 99%

“…In this approach, the total storage capacity of the pavement layers is optimized to store a synthetic design rainfall event with a specific return period. Hydrological models could be applied to establish inflow-outflow relationships that can help to design the pavement (Swan & Smith 2010;Martin & Kaye 2014;Martin & Kaye 2015;Jabonero et al 2018;Kia et al 2021). However, this approach does not take into consideration the initial saturation of the pavement before rainfall events.…”

Section: Introductionmentioning

confidence: 99%

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Towards improving the hydrologic design of permeable pavements

Abdalla¹,

Muthanna

Alfredsen

et al. 2022

Blue-Green Systems

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The common approach of the hydrologic design of permeable pavements (PPs) uses synthetic rainfall events. This study assessed the validity of the design approach using synthetic rainfall events for undrained PP. Synthetic rainfall events (25-year return period) were used to design undrained pavements for five Norwegian cities. The effectiveness of these pavements was tested using long-term simulation (12–30 years) with high temporal resolution (1 min). The Storm Water Management Model (SWMM) was used to generate time series of surface runoff for PPs and flow duration curves were applied to analyse the hydrological performances. Designing PP using synthetic rainfall events was found to underestimate the storage layer depth of the permeable pavements leading to the frequent occurrence of surface runoff, which is considered a failure of the hydrologic design of undrained pavements. Long-term simulation of surface runoff was found to provide valuable information for the hydrologic design of PP and can be used as a basis for the PP hydrologic design. In the future, it is recommended to use long-term precipitation data generated from climate change models to incorporate the effect of climate change in the design of PP.

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“…A structural and hydrological design methodology for this system has also been report in Kia et al (2021).…”

Section: Introductionmentioning

confidence: 99%

Freeze–Thaw Durability of Conventional and Novel Permeable Pavement Replacement

Kia

Wong

Cheeseman

2022

J. Transp. Eng., Part B: Pavements

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Permeable concrete pavements are becoming more common as a stormwater management system to mitigate urban flooding. However, they have a number of well-defined drawbacks including low permeability, high clogging potential, and low strength and durability, notably in cold climates exposed to freezing and thawing. A new generation of high-strength clogging resistant permeable pavement replacement (CRP) has been developed, through extensive laboratory work, to address these shortcomings and advance the field of permeable pavements. This paper reports on new advances in permeable pavement systems and the performance of a range of conventional permeable concrete and the developed novel CRP of varying porosity exposed to freeze-thaw cycles. This will allow performance evaluations of both systems in a cold climate. The tests involved exposing samples to temperature varying from -20 o C to +20 o C and measuring changes in mass, area, compressive strength and ultrasonic pulse velocity after each cycle. These new results show that CRP is highly resistant to degradation caused by freeze-thaw cycles compared to conventional permeable concrete, reducing maintenance requirements and improving service-life. This study presents the first high strength clogging resistant permeable pavement replacement that is durable under frost action, these findings will support and enable wider use of permeable pavements in cold regions.

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Structural and hydrological design of permeable concrete pavements

Cited by 22 publications

References 12 publications

A disaster-damage-based framework for assessing urban resilience to intense rainfall-induced flooding

A disaster-damage-based framework for assessing urban resilience to intense rainfall-induced flooding

Towards improving the hydrologic design of permeable pavements

Freeze–Thaw Durability of Conventional and Novel Permeable Pavement Replacement

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