Numerical Comparison of the Hydrological Response of Different Permeable Pavements in Urban Area
Abstract
:1. Introduction
2. Types of Pervious Pavements (PPs)
- Type I, total infiltration system (Figure 2a): all the water infiltrates the subgrade;
- Type II, partial infiltration system (Figure 2b); because of insufficient permeability of the subgrade or other designer choice, a part of the water is drained by a pipe system;
- Type III: no infiltration system (Figure 2c); because of impermeable subgrade, all the water is drained by a pipe system.
3. Numerical Investigation on PPs Effectiveness in a Case Study
3.1. EPA Storm Water Management Model (SWMM)
3.2. The Case Study Used for the Investigation
4. Results and Discussion
5. Conclusions
Author Contributions
Funding
Conflicts of Interest
References
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Types | Thickness (mm) | Porosity | Permeability (mm/h) | Authors |
---|---|---|---|---|
PA | 75–180 | 18–25% | 7000–50,000 | [19,26] |
PC | 100–300 | 15–35% | 10,000–30,000 | [20,25,27,28] |
PICP | 80 | 2500–4000 | [19,23,29,30] | |
GP | 80 | 3600 | [20] |
Layers | PA | PC | PICP | GP | |
---|---|---|---|---|---|
Surface | Berm height (mm) | 0 | 0 | 0 | 0 |
Vegetation volume fraction | 0 | 0 | 0 | 0 | |
Roughness (Manning’s n) | 0.01 | 0.015 | 0.015 | 0.015 | |
Surface slope (%) | 1.5 | 1.5 | 1.5 | 1.5 | |
Pavement | Thickness (mm) | 50 | 150 | 80 | 50 |
Void ratio (voids/solids) | 0.18 | 0.15 | 0.2 | 0.2 | |
Impervious Surface fraction | 0 | 0 | 0.95 | 0.2 | |
Permeability (mm/h) | 7000 | 10,000 | 2500 | 3600 | |
Clogging factor | 0 | 0 | 0 | 0 | |
Storage | Thickness (mm) | 0 | 400 | 400 | 400 |
Void ratio (voids/solids) | 0 | 0.4 | 0.4 | 0.4 | |
Seepage rate (mm/h) | 0 | 36 | 36 | 36 | |
Clogging factor | 0 | 0 | 0 | 0 |
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Ciriminna, D.; Ferreri, G.B.; Noto, L.V.; Celauro, C. Numerical Comparison of the Hydrological Response of Different Permeable Pavements in Urban Area. Sustainability 2022, 14, 5704. https://doi.org/10.3390/su14095704
Ciriminna D, Ferreri GB, Noto LV, Celauro C. Numerical Comparison of the Hydrological Response of Different Permeable Pavements in Urban Area. Sustainability. 2022; 14(9):5704. https://doi.org/10.3390/su14095704
Chicago/Turabian StyleCiriminna, Diego, Giovanni Battista Ferreri, Leonardo Valerio Noto, and Clara Celauro. 2022. "Numerical Comparison of the Hydrological Response of Different Permeable Pavements in Urban Area" Sustainability 14, no. 9: 5704. https://doi.org/10.3390/su14095704