The Effect of Particle Size on Sediment Accumulation in Permeable Pavements
Abstract
:1. Introduction
2. Materials and Methods
2.1. Experimental Configurations
2.2. Aggregate Types
2.3. Sediment Application
2.4. Sediment Analysis
3. Results
4. Discussion
5. Conclusions
Acknowledgments
Author Contributions
Conflicts of Interest
References
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Mono-Sized Sediment Number | Average Sediment Size of Mono-Sized Sediment ‘Mode’ (µm) | Fraction (µm) | PSD D50 (µm) | PSD D90 (µm) | Percentage per Sediment Load (%) | Volume over 15 Years (g) |
---|---|---|---|---|---|---|
1 | 13.2 | <20 | 8.4 | 21.4 | 49 | 36.45 |
2 | 22.9 | 20–38 | 14.4 | 34.2 | 15 | 12.15 |
3 | 26.3 | 40–50 | 12.7 | 39.0 | 15 | 12.15 |
4 | 79.4 | 75–90 | 29.5 | 109.2 | 6 | 6.15 |
5 | 120.2 | 106–125 | 131.8 | 183.1 | 6 | 6.15 |
6 | 208.9 | 200–212 | 212.4 | 318.5 | 6 | 6.15 |
7 | 316.2 | 300–315 | 343.9 | 484.8 | 1 | 2.1 |
8 | 478.6 | 400–425 | 516.2 | 759.7 | 1 | 2.1 |
9 | 549.5 | 500–560 | 724.4 | 1221.0 | 1 | 2.1 |
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Hill, K.D.; Beecham, S. The Effect of Particle Size on Sediment Accumulation in Permeable Pavements. Water 2018, 10, 403. https://doi.org/10.3390/w10040403
Hill KD, Beecham S. The Effect of Particle Size on Sediment Accumulation in Permeable Pavements. Water. 2018; 10(4):403. https://doi.org/10.3390/w10040403
Chicago/Turabian StyleHill, Kelly Diane, and Simon Beecham. 2018. "The Effect of Particle Size on Sediment Accumulation in Permeable Pavements" Water 10, no. 4: 403. https://doi.org/10.3390/w10040403
APA StyleHill, K. D., & Beecham, S. (2018). The Effect of Particle Size on Sediment Accumulation in Permeable Pavements. Water, 10(4), 403. https://doi.org/10.3390/w10040403