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Abstrakty
To improve the safety of urban underground parking lot and promote the construction of sponge city, a large parking lot structure of sponge city was designed based on rainstorm water management model (SWMM). A new permeable material paving method was designed for a parking lot in Handan City, and a low impact development (LID) parking lot model was constructed based on the SWMM. The simulation results showed that the runoff reduction effect of the permeable parking lot was significant. There was a delay of 3.36 minutes during the 30 minutes of rainfall period. During the 60 minutes rainfall period, there was a delay of 8.5 minutes. The lowest runoff reduction rate was 44% for a 100-year return period. The highest runoff reduction rate was 100% for 60 minutes rainfall duration and a 1-year return period. The lowest runoff reduction rate was 50% for a 100-year return period. The LID permeable parking lot had better runoff control effect, with a total runoff volume of 233 m3, a reduction rate of 83.5%, a peak flow rate of 0.152 m3/s, and a reduction rate of 73.4%. The LID parking lot model developed based on the SWMM has better drainage and water storage performance, making it more suitable for the construction of large permeable parking lots in sponge cities. The permeable parking lot structure studied effectively reduces the time of runoff effect of parking lot, improves the safety of underground parking lot during rainstorm, and promotes the construction and development of sponge city.
Słowa kluczowe
Czasopismo
Rocznik
Tom
Strony
331--344
Opis fizyczny
Bibliogr. 19 poz., il., tab.
Twórcy
autor
- School of Civil Engineering and Architecture, Henan University of Science and Technology, Luoyang, China
autor
- School of Civil Engineering and Architecture, Henan University of Science and Technology, Luoyang, China
Bibliografia
- [1] S. Arshad, S.R. Ahmad, S. Abbas, et al., “Quantifying the contribution of diminishing green spaces and urban sprawl to urban heat island effect in a rapidly urbanizing metropolitan city of Pakistan”, Land Use Policy, vol. 113, no. 1, art. no. 105874, 2022, doi: 10.1016/j.landusepol.2021.105874.
- [2] V.I. Vasenev, M. Varentsov, P. Konstantinov, et al., “Projecting urban heat island effect on the spatial-temporal variation of microbial respiration in urban soils of Moscow megalopolis”, Science of The Total Environment, vol. 786, no. 2, 2021, doi: 10.1016/J.SCITOTENV.2021.147457.
- [3] N. Aravind and T.I. Abdulrehman, “A review and sequel experimental analysis on physical and mechanical properties of permeable concrete for pavement construction”, International Journal of Pavement Engineering, vol. 23, no. 12, pp. 4160-4173, 2022, doi: 10.1080/10298436.2021.1936519.
- [4] A. Tirpak, R.J. Winston, M. Feliciano, et al., “Impacts of permeable interlocking concrete pavement on the runoff hydrograph. Volume reduction, peak flow mitigation, and extension of lag times”, Hydrological Processes, vol. 35, no. 4, pp. 1-14, 2021, doi: 10.1002/hyp.14167.
- [5] W. Chen, M.L. Zheng, Q. Gao, and C.X. Deng, “Attenuation law of permeable pavement in sponge city. Chang’an Daxue Xuebao (Ziran Kexue Ban)”, Journal of Chang’an University (Natural Science Edition), vol. 41, no. 3, pp. 12-21, 2021, doi: 10.19721/j.cnki.1671-8879.2021.03.002.
- [6] Y. Liu, T. Li, and L. Yu, “Urban heat island mitigation and hydrology performance of innovative permeable pavement: a pilot-scale study”, Journal of Cleaner Production, vol. 244, art. no. 118938, 2020, doi: 10.1016/j.jclepro.2019.118938.
- [7] J.W. Zhang, Y. Liu, J.R. Jin, and T. Li, “Performance assessment of permeable interlocking concrete pavement facility structure”, Huanjing Kexue, vol. 41, no. 2, pp. 750-755, 2020, doi: 10.13227/j.hjkx.201908085.
- [8] H. Lee, W. Woo, and Y.S. Park, “A user-friendly software package to develop Storm Water Management Model (SWMM) inputs and suggest low impact development scenarios”, Water, vol. 12, no. 9, art. no. 2344, 2020, doi: 10.3390/w12092344.
- [9] D. Paithankar and S. Taji, “Investigating the hydrological performance of green roofs using storm water management model”, Materials Today: Proceedings, vol. 32, no. 4, pp. 943-950, 2020, doi: 10.1016/j.matpr.2020.05.085.
- [10] O.O. Ajibade, K. Tota-Maharaj, C.D. Hills, and C. Macleod, “Modelling of a sustainable refugee camp drainage system for stormwater management”, Environmental Science: Water Research and Technology, vol. 5, no. 12, pp. 2150-2161, 2019, doi: 10.1039/C9EW00350A.
- [11] M. Platz, M.A. Simon, and M. Tryby, “Testing of the storm water management model low impact development modules”, Jawra Journal of the American Water Resources Association, vol. 56, no. 2, pp. 283-296, 2020, doi: 10.1111/1752-1688.12832.
- [12] J.H. Diaz-Hernandez and A.J. Herrera-Martinez, “Hydrological characteristics and paradoxes of mediterranean high-mountain water-bodies of the Sierra -Nevada, SE Spain”, Hydrology, vol. 6, no. 3, pp. 59-78, 2019, doi: 10.3390/hydrology6030059.
- [13] H. Zhang, Z. Wang, W. Xu, and H. Wang, “Determination of emergent vegetation effects on manning’s coefficient of gradually varied flow”, IEEE Access, vol. 7, no. 11, pp. 146778-146789, 2019, doi: 10.1109/ACCESS.2019.2946917.
- [14] F. Abbondati, S.A. Biancardo, R. Veropalumbo, and G. Dell’Acqua, “Surface monitoring of road pavements using mobile crowdsensing technology”, Measurement, vol. 171, no. 11, pp. 108763-108771, 2021, doi: 10.1016/j.measurement.2020.108763.
- [15] J. Peng, X. Zhong, L. Yu, and Q. Wang, “Simulating rainfall runoff and assessing LID facilities in sponge airport”, Water Science and Technology, vol. 82, no. 5, pp. 918-926, 2020, doi: 10.2166/wst.2020.400.
- [16] A. Damseaux, X. Fettweis, M. Lambert, and Y. Cornet, “Representation of the rain shadow effect in Patagonia using an orographic-derived regional climate model”, International Journal of Climatology, vol. 40, no. 3, pp. 1769-1783, 2020, doi: 10.1002/joc.6300.
- [17] W. Yang, J. Zhang, and P. Krebs, “Low impact development practices mitigate urban flooding and non-point pollution under climate change”, Journal of Cleaner Production, vol. 347, 2022, doi: 10.1016/j.jclepro.2022.131320.
- [18] E. Khaleghi, A. Sadoddin, A. Najafinejad, and A. Bahremand, “Flood hydrograph simulation using the SWMM model: a semiarid zone watershed case study, Shiraz Khoshk River, Iran”, Natural Resource Modelling, vol. 33, no. 2, pp. 12269-12280, 2020, doi: 10.1111/nrm.12269.
- [19] E. Szczepański, M. Jacyna, R. Jachimowski, R. Vašek, and K. Nehring, “Decision support for the intermodal terminal layout designing”, Archives of Civil Engineering, vol. 67, no. 2, pp. 611-630, 2021, doi: 10.24425/ace.2021.137188.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-adec47e5-4b5c-42c1-964a-e16c10bfdf9c
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